Loading...
HomeMy WebLinkAbout2557 EL CAMINO REAL; INSPECT; 79-1529; PermitINSPECTIONS 2557 EL CAMINO REAL 79-1529 CT'76,-18 FORM I PAGE I JP DFVF Testing Engineers —San Diego DF.,XHfN) 2�. o J O 3467 Kurtz St., P O. Box' 80985, San Diego, Ca.92138 (714) 225-9641 Q 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 page 1 of 2 LABORATORY NUMBER SD34-4704 INSPECTION REPORT DATE December 13, 1979 FILE: #5049-1, Permit #791529 R � INSPECTION OF Reinforced Concrete and Reinforced Masonry JOB: Bullocks Department Store FABRICATOR OR ERECTOR: Masonry Builders DF01' 1979 2557 E1 Camino Real CITY 0 F CA R L CONTRACTOR: C.. L. Peck ` ADDRESS: Carlsbad, California Cui_Iding Departmpnf SHOP FIELD_X_ PLANT DATE Reinforced Steel: ASTM A615, Grade -4.0 and 60 REG. HRS. Grout: #34-142 (7.5 sacks, 2000 psi) 0.T.HRS. . Block: ASTM C-90, .Grade 'IN" REINSP.HRS. Reinforced Wire: A/.STM A-82 INSPECTOR Concrete MIX: #34-121R (6.6 sacks, 4000 psi) Masonry: Witnessed placement and consolidation of 9.5 cubic yards of grout DATE 12/3/79 REG. HRS. 8.0 in 1st 4' lift of previously inspected and approved split masonry wall at 0.T.HRs. Line 1 between "B" and "C ", foundation level. Inspected and approved laying REINSP.HRS. of masonry, 2nd lift to 6' height, same location. Grout samples cast, marked INSPECTOR Bullocks #83 A-B-C. Wire reinforcement embedded in mortar joints as work Arthur Stephenson progressed. Masonry: Inspected reinforced masonry while work was in progress. Witnessed DATE 12/4/79• REG. HRS. 8.0 the laying of masonry units of composite wall from 7'-0" to 8'-0". Inspected 0.T.HRS. steel and witnessed placing of grout in walls at Line 9 from "A" to "C", and REINsP. HRS. Line "A" from 3 to 9. Cast three samples, marked Bullocks #84 A-B-C. INSPECTOR William C. Allen' Masonry: Inspected reinforced masonry while work was in progress. inspected DATE 12/5/79 REG. HRS. 8.0 steel at 3rd floor level along Line "A". Witnessed grouting of -composite 0.T.HRS. wall along Line 1 from "B" to "C-511. Cast three samples of grout, marked REINSP. HRS. Bullocks #85 A-B-C. INSPECTOR Masonry: Inspected reinforced masonry while_ work was in progress. Inspected DATE 12/6/79 8.0 steel and witnessed the placing of masonry units and the miming of mortar. . REG. HRS. Block placed on Line "H" from 4 to 6.2 up to 3'-4". Mason's operation 0.T.HRS. suspended due to different colors in block. REINSP. HRS. Concrete: Inspected steel and witnessed the placing of 8.0 .yards of concrete INSPECTOR in the beam and slab at Line "All between 3 and 6. Cast three samples, marked Testing Engineers —San Diego © 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 -1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FORM I PAGE 2 JP p�ANDEGfHOfNI; L G s � s ° Ige 2 of 2 LABORATORY NUMBER SD34-4704 JOB: Bullocks Department Store DATE December 131, 1979 DATE 12 /6 /79 REG. HRS. (Cont'd) O. T. HRs. REINSP. HRS. INSPECTOR DATE 12 /7 /79 REG. HRS. 8.0 REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRs. REINSP. HRS. INSPECTOR DATE REG: HRS, O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRs. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR Bullocks #86 A-B-C. Inspected steel at composite wall and requested installation of steel to comply with Detail drawing. Masonry: Inspected steel and witnessed placing of 2-0.0 yards of grout in beam at 3rd floor elevation at Line "A" between 1 and 9. Cast three samples, marked Bullocks #87 A-B-C. Also placed grout in top lift of composite wall at Line 1 from "A!' to "C-5". Inspected reinforced masonry while work was in progress. Witnessed placing of masonry and inspected placing of steel at wall at Line "H" from 4.3 to 6.3., Cast three samples of mortar, marked Bullocks #88 A-B-C. ;R a / Op 1919 19pa pt%'01.- � REPORTED TO: (1) C. L. Peck Contractor (1) Bullocks Department Stores, Attn: Mr. E. Jahns (1)_ Ladd, Kelsey, Woodard, AIA (1) Ste'inbrugge & Thomas, Inc., S.E. TESTING EN GI (1) C. L. Peck Contractor, Attn: Ed Berry REVI City of Carlsbad Building Inspection Dept. el THC:fh T. H. CiiapmaV - SAN DIEGO R.E. #12882 FORM to JP. Testing Engineers —San Diego oE.\NOEofNo,r ,.P 3467Kurtz St., P.O. Box 80985, San Diego, -Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758=3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST I LOCATION IN STRUCTURE C34 MO. DA. 4282 1 12/6 1 Beam and slab, Line "A" from 3 to 6. Bullocks #86 A-B--C. Made by TESD. MIX NO. 34-121R SPEC. 28=DAY STR. 4000 PSI TYPE I -II CEMENT 6'6- SCY SPEC. SLUMP- 5 IN. ADMIX. . POZZ. 300N_ AGG. SIZE 1 - IN. * STOREDa CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 26-DAY TEST RESULTS MAILED IN. AGE 4 . 3470- 12/14/79 (1) C.L.. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA } Steinbrugge & Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department t1) Conrock THC:kh ! i! TESTING ENGINEEAE REVIEWED..'B - T. R.E. D 1 EGO E iFORM IQ JP Testing Engineers —San Diego pF.NpFDfrypfH =y o 3467Kurtz St., P.O. Box 80985, San Diego, Ca.• 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 75-8-3730 FILE No. 5049-1 SUMMARY OF "COMPRESSION TEST RESULTS PAGE FOUR JOB. Bullocks Department Store Mix No. 34-12OR SPEC. 28•DAY STR. 3000 PSI ADDRESS: 2557 El Camino Real Carl sbad, • Cal ifornia YEAR: 1979 LAB NO. DATE G34 MO. LOCATION.IN STRUCTURE O. DA. 4058 11/15 Wall footing, Line '1 at "C". Bullocks #72 A-B-C. Made by TESD. TYPE III CEMENT 5.5 SCY SPEC. SLUMP 5 IN. ADMIX. POZZ. 30ON AGG. SIZE 1 IN. "STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 28•DAY TEST RESULTS MAILED IN. AGE 3 2510 3860.- 60-day *Disc. 11/30/75 12 /14/79 F DEC 171979 CITY OF CAIRISRW Guiding de artmat (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge &.Thomas, Inc., S.E. TESTINdEE DIEGO 1) C.L. Peck, Attn: Ed Berry REVIEW Carlsbad City Building Inspection Department `! '(1) Conrock — THC•kh T.-H. Chapman R.E. #12882 • • -FORM f6 JF Testing Engineers —San DiegoIPZ� 3467Kurtz St., P O. Box 80985, San Diego, Ca:92138 (714)225-9641 nit 8 Vista Califor nia 92083 714 758-3730 FILE No. 5049-1_ SUMMARY OF COMPRESSION TEST. -RESULTS - PAGE THEE Specified JOB: Bullocks Department Store Material: GROUT 28=day Str. 3250 psi ADDRESS: 2557 E1 Camino Real Proportions/Mix No: 34-142 PUMP Carlsbad, California Type Cement: 7.5 Spec. Slump•--8-loin. Year: 1979 Admixture: Pozz. 30OR Agg. Size: -3/8 _ in Stored & cured, not tested ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28•DAY TEST RESULTS MAILED C34 MO. DA. IN. AGE 4257 12/5. Line 1,' 3rd lift, composite --- 2550 12/14/79, wall. Bullocks #85 A-B-C. Made by TESD. 4283 12/7 Line "All bea, from Line 1 to --- 23°90 9, 3'rd floor. Bullocks #87- A-B-C. Made by TESD. C. Dk C 1719 9 CARL SS part eilt (1) C.Z. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA r 1) Steinbrugge & Thomas, Inc., S.E. TESTING ENGINES S. SAN DIEGO ?P 1) C.L. Peck, Attn:. Ed Berry REVIEWED 8 Carlsbad City Building Inspection Department 1 Masonry Builders THC:kh T.H. Chapman, R.E. #12882 . • FORM 18 jr Testing Engineers —San Diego NDFiENENs 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 FILE No.__5049-1 SUMMARY OF COMPRESSION PEST 'RESULTS PAGE TWO JOB: Bullocks Department Store ADDRESS: 2557 E1 Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE C34 CAST MO. DA. LOCATION IN STRUCTURE MIX No.34-142 GROUT PUMP SPEC. 28-DAY STR. 3250 psi .TYPE CEMENT 7..5 SCY SPEC. SLUMP 8-10- IN. ADMIX. POZ2. 30OR AGG. SIZE 3 /8 IN *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI , OTHER DATE SLUMP 7-DAY 28-DAY TEST I RESULTS MAILED IN. I I AGE 4110 I1/19 Grouted prisms Bullocks 6 A-B-C. de by TESD. (25 psi required) 4111 11/20 2nd floor wall, Line 9 at --- 3640 "B", 3' -4" elevation. Bullocks #77 A-B-C., Made by TESD. 4158 11/26 2nd floor wall, Line "A" at --- 4080 16 plus 10-0 ", 3' -4" elev. Bullocks #79 A-B-C. 'Made by TESD. (2500 psi required) 4159 11/27 2nd floor wall, Line 9 at --- 2840 "B", 6'-0" elevation. Bullocks #80.A-B-C. Made by TESD..(2500 psi required) 4181 11 /28 Line "A" from 1 to- 4 to --- 2850 9'-4" elevation. Bullocks #82 A-B-C. Made by TESD. 4245 12/3 Foundation wall, Line 1 --- 2850 from "B" to tic ", lst• lift. Bullocks #83 A-B-C. Made by TESD. 4256 12/4 Line "A" from 5 to 62 roof --- 2700 elevation. Bullocks #84 A- B-C. 'Made by TESD. N (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) (1) Steinbrugge & Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry TESTING E REv1Ew.Eo k Carlsbad City Buildin,8 Inspection Department �0 Z�� 7A (1) Masonry Builders THC:kh T.H. Chi DIEGO R.E. #12882 11 /30 /79 12/7/79 12/14/79 • - • FORM {6 J♦ 0 Testing Engineers —San Diego DE.,NDEPENQEMr ' o J` So © 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1-903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 FILE No. 5049 -1 SUMMARY OF COMPRESSION TEST"RESULTS pAG� ONE - Permit #791529 Specified JOB:. Bullocks Department Store Material: Mortar- 28-day Str. 2500 psi ADDRESS. 2557 El Camino Real Proportions/Mix No: 1 cement, 3 sand, 1/4 lime Carlsbad, California -Type: -- Cement: -- Spec. Slump -- in Year:- 1979 Admixture: Lime Agg. Size: -- in Stored ,& cured, not tested ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE LAB NO. DATE CAST LOCATION IN STRUCTURE SLUMP 7•DAY 28•DAY TEST I RESULTS MAILED C34 MO. DA. _ IN. AGE 4132 '11./21 2nd floor wall, Line "A" from 4 to 4 plus 2' -0" at 1'-4" elevation. Bullocks #78 A-B-C. Made by TESD. 4160 11/27• 2nd floor wall, Line "A" at 3, 6'-0" elevation. Bullock #81 A-B-C: Made by TESD. 4284 1 12/7 1 Line "H"•from 4.3 to 6.3, 3'-4" elevation. Bullocks *#88 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E.'Jahris (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E.- (1) C.L. Peck, Attn: Ed Berry (1.�r Carlsbad City Building Inspection Dept. (1) Masonry Builders --- = .- I 9-day 2660.� 1 112/4/79 --- 2290 --- 2600�C� 'uiirii CAR . TESTING ENGINEER$; SSAN DIEGO R Ev! E W E D_---f/- T.H. Chapman,RfE. #12882 • • FORM 4 JP Testing Engineers —San Diego oFaNOEVfpfH e 3467Kurtz St., P.O. B-ox 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 " REPORT OF COMPRESSION TESTS File #5049-1, Permit #79-1529 DATE November 26, 1979 Joe: Bullocks Department Store December 14, 1979 AoDREss: 2557 E1 Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge & Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE X151 MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT L^DORATORY NUMISER C34=4057 MARK ON SPECIMEN Bullocks #71 A B C+ LOCATION IN STRUCTURE 2nd floor wall, Line 8 between "C" and "D'I BRAND OF CEMENT U8ID . BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND - SOURCE OF ROCK y ECG MIX PROPORTIONS OR NUMAER 1 cement, 3 sand, 1/4 lime ?,19,7 �I SUPPLIER (CONCRETE) • • • • Job Mixed rA1 r CA TRUCK No. & TICKET No. . - . ' 'iiding - SLUMP OR KELLY BALL - - Di�r?rI1Th TEMPERATURE OF AIR 'F TEMPERATURE OF MIXTURE 'F SPECIMENS MADE BY - . . . Testing Engineers -San Diego DATE MADE . . - • . - November 15, 1979 DATE REcEIvED Nov. 19, 1979 DATE TESTED • . . . • . . Nov. 222 '1979 Dec. 143, 1979 Stored & cured, AREA, SQUARE INCHES - . • . 3.14 3.14 not tested ULTIMATE LOAD. LBB. CRUSHING STRENGTH LBS. PER. So. IN. 8-1.90 2610 jr2260 4060 AGE TESTED. DAYS - UNIT WEIGHT. LBS. PER. CU. FT. SPECIFIED STRENGTH 2500 psi REPORTED To: CLIENT (1) C.L. Peck .(I) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry P (�� Carlsbad City Building Inspection Dept. (1) Masonry Builders. TESTINGENGIN REVIEWED BY. DIEGO THC:kh- T.H. Chapman, ROE. #12882 • FORM 4 if - Testing Engineers San Diego oF.\NOEDENOFy i U O y L 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 - 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File YA5049-1, Permit #79-1529 DATE November 26, 1979 JOB: Bullocks Department Store December 14, 1979 ADDRESS: 2557 El. Camino Real, Carlsbad, California OWNER: Bullocks Department Stores. ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ R¢G. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge & Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE X)PI MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LABORATORY NUMBER C34-405 9 i MARK ON SPECIMEN Bullocks #73 A B C LOCATION IN STRUCTURE Grouted prisms $RAND OF CEMENT USED - RNA BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND - - �� SOURCE OF ROCK . . 3y l9 / Q 1 3 1 /4 lime Cif MIX PROPORTIONS OR NUMBER . cement, sand, Y, SUPPLIER (CONCRETE) • • . . Job Mixed , S, U �lldI � TRUCK NO. &TICKET NO. - - - p A ©e partmev SLUMP OR KELLY BALL - TEMPERATURE OF AIR 'F TEMPERATURE OF MIXTURE 'F SPECIMENS MADE BY • . . . Testing Engineers -San Diego DATE MADE • • . . . . . November 15, 1979 DATE RECEIVED . . . - . Nov. 191 1979 DATE TESTED . • . • . . . Nov. 223P 1979 Dec. 133, 1979 k Stored & cured, ! AREA. SQUARE INCHES . . . 3.14 3.14 not tested ULTIMATE LOAD. LSS. • . • • 11360 15470, CRUSHING STRENGTH LSS. PER. 30: IN. 3620 1930 AGE TESTED. DAYS - 7 28 UNIT WEIGHT, LBS, PER. CU,FT. SPECIFIED STRENGTH . . . . 2500 psi REPORTED TO: CLIENT ' (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept., (1) Masonry Builders TESTING ENGIN REVIEWED BY. THC:kh T.H.Chdpman, R SAN DIEGO E. #12882 - FORM 4 Testing Engineers —San Diego _ O`.,XpEVErypFNj 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS - JP File 16049-1, Permit YP791529 DATE November 212 1979 JOB. Bullocks Department Store ' December 12, 1979 "AODRESSc 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ RKG. WT. CONCRETE O CORES ENGINEER: Steinbrugge and Thomas,Inc., S.E. O LIGHT WT. CONCRETE ` MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE [] GROUT LABORATORY NUMBER C34-4056 MARK ON SPECIMEN Bullocks #70 A B Ci LOCATION IN STRUCTURE Wall, Line- "A", 2nd floor, from 2 to 2 plus 12 at 3'-4=1 $RAND OF CEMENT USCD BRAND AND TYPE OF ADMIXTURE I-,�`j E C E O V SOURCE OF SAND . . �jj �� SOURCE OF ROCK 19` 9 MIX PROPORTIONS, OR NUMBER - 1 cement, 3 sand, 1 /4 lime SUPPLIER 1CONCRETE) - - TRUCK No. & TICKET No. - Job Mixed C��, ����� CITY AD SLUMP OR KELLY BALL Building Department TEMPERATURE OF AIR . OF TEMPERATURE OF MIXTURE OF SPECIMENS MADE BY . Testing Engineers -San Diego DATE MADE. - - November 14, 1979 DATE RECEIVED . . . • . . • Nov. 192 1979 DATE TESTED . Nov. 21, 1979 Dec. 122 1979- Stored & cured, AREA, SQUARE INCHES . . . . 3.14 3.14 not t tested ULTIMATE LOAD. Lee. 12140 15120 CRUSHING STRENGTH LBS. PER. 50. IN. 3870 4820-- AGE TESTED. DAYS . 7 28 UNIT WEIGHT. LBS. PER. Cu. FT. SPECIFIED STRENGTH . . 2500 psi REPORTED TO: CLIENT (j ) (1) (I ) (1) C.L. Peck Bullocks Department Stores, Attn: E. Jahns Ladd', Kelsey, Woodard, AIA S.te inbrugge & Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry City of Carlsbad Building Inspec-tion Dept. TESTING ENGI Masonry Builders. REVIEWED BY. THC : kh T.-IT. Chap NE - SAN DIEGO R.E. #12882 FORM 4 JP s = _ Testing Engineers —San Diego ®_ 3467Kurt4,SP.O. .t., Box 80985, San Diego, Ca. 92138. (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714)'758-3730 REPORT OF COMPRESSION TESTS rA��Myr`rr�II�ll OW A"=��1 ' File #5049-1 DATE September 18", 1979 JOB: Bullocks Department Store October 93, 1979 ADDREsa: 2557 El Camino Real, Carlsbad, California November 142 1979 0WNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AI& ❑ RRG. WT. CONCRETE ❑ CORES ENGINEER: Stelnbrugge & Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE XYPT MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LABORATORY NUMBER C34-3132 MARK ON SPECIMEN Bullocks #36 A B C LOCATION IN STRUCTURE Wall, Line "A" from 2 to 3 at 61-8" BRAND OF CEMENT USED . BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND - - SOURCE OF ROCK - - - - MIX PROPORTIONS OR•NUMilER 1 cement, 3 sand, 1/4 lime SUPPLIER (CONCRETE) - Job Mixed TRUCK No. 6 TICK£T No. - - SLUMP OR KELLY BALL . TEMPERATURE OF AIR 'F TEMPERATURE OF MIXTURE 'F SPECIMENS MADE BY Testing Engineers -San Diego DATE MADE • . . . . • . September 11, .1979 DATE RECEIVED - . . • Sept. 14, 1979 DATE TESTED . . . . . . . Sept. 18, 1979 Oct. 92 1979 Nov. 142 1979 ARr�.A, SQUARE INCH" - 3.14 3.14 3.14 ULTIMATE LOAD. Los. 5600 7620 7870 CRUSHING STRENGTH Lea. PER. SQ. IN. 1780 2430 2510 AGE TESTED. DAYS 7 28 28 UNIT WEIGHT, LBS. PER. CU. FT. SPECIFIED STRENGTH . 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas', Inc., S.E. (1) C.L. Peck, Attn: Ed Berry a�(1)Carlsbad City Building Inspection Dept. (1)- -Masonry Builders THC:kh TESTING ENGI4NEER", DIEGO REVIEWED BY. T.H. Chapman82 FORM 4 JP Testing Engineers —San Diego lot" n 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File YY4059-1, Permit #79-1529 . DArts November 14, 1979 J013: Bullocks Department Store ADDRESS: 2557 E1 Camino Real, Carlsbad, California OWNER: Bullocks Department Stores " ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ R[G. WT. CONCRETE ❑ CORES ENGINEER: Stelnbrugge & Thomas, Inc., S.E. D LIGHT WT. CONCRETE P MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE X=GROUT LAE)ORATORY NUMBER C34-3873 MARK ON SPECIMEN Bullocks #63 A B C LOCATION IN STRUCTURE Wall, Line "A" between 5 and 5 plus 6' -0 t1, 12' -0" elevation BRAND OF CEMENT UOiD • - - Colton, Type I -II BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND . SOURCE OF ROCK - . - MIX PROPORTIONS OR NUMBER - 75% sand, 25% cement., 25% pea gravel SUPPLIER f CONCRET81 - Job Mixed TRUCK No. 6 TICKET No. - - - SLUMP OR KELLY BALL - TEMPERATURE OF AIR - - •F TEMPERATURE OF MIXTURE �F SPECIMENS MADE BY - Testing Engineers -San Diego DATE MADE . . . . . • November 5., 1979 DATE RECEIVED • • • • • • Nov. 6, 1979 DATE TESTED - - • - - - - Nov. 12, 1979 AREA, SQUARE INCHFA - 9.27 ULTIMATE LOAD. LBO. . . 13500 CRUSHING STRENGTH LOS. PER. SQ. IN. 1460 AGE TESTED. DAYi - 7 UNIT WEIGHT. LBS. PER. CU. FT. SPECIFIED STRENGTH - 3250 psi REPORTED TO: CLIEN7 (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S,.E. (1) C.1. Peck, Attn: Ed Berry ('l)_"Carlsbad City Building Inspection Dept. (l) Masonry Builders TESTING ENGI REVIEWED BY. - SAN DIEGO THC : kh T.H. Chapman/ R.Z. #12882 • i 0 Testing Engineers —San Diego 3467Kurtz St., P• O. Box 80985, San Diego, Ca. 92138 (714) 225-.9641 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS FORM 4 Jp File #5049-12 Permit #79-1529 DATE November 16, 1979 JOB: Bullocks Department Store December 7, 197-9 ADDRESS: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge & Thomas, Inc., S.E. O LIGHT WT. CONCRETE X);KMORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LABORATORY NuM6ER C34-3984 MARK ON SPECIMEN Bullocks #69 A B C LOCATION IN STRUCTURE 2nd floor, Line "A" from 8 to 9-at 2 F-0t1 elevation BRAND OF CEMENT USED - - BRAND AND TYPE OF ADMIXTURE rA EC SOURCE OF SAND - Gii SOURCE OF ROCK . . MIX PROPORTIONS OR NUMBER 1 cement, 3 sand, 1/4 lime DEC 101979 . SUPPLIER (CONCRETE) - Job Mixed � �,� � � _ �� � �� ©� BA TRUCK No. 6 TICKET No. - - - SLUMP OR KELLY BALL 0-01dln,g Department TEMPERATURE OF AIR OF TEMPERATURE OF MIXTURE SPECIMENS MADE BY Testing Engineers -San" Diego DATE MADE . • • • • • September 9, 1979 DATE RECEIVED - Nov., 13, 1979 DATE TESTED • • . • • . • Nov., 16, 1979 Dec. 731 1979 Stored & cured, AREA, SQUARE INCHES 3.14 3.1.4 not tested ULTIMATE LOAD. LESS. • - 67-50 9900 . CRUSHING STRENGTH LBS. PER. SQ. IN. 2150 3150 - AGE TESTED. DAYS - - 7 28 UNIT WEIGHT, LBS. PER. CU. FT. SPECIFIED STRENGTH . 2500 psi REPORTED To: CLIENT (1) C.L. Peck (1) Bullocks"Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (l) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry -t17--Carlsbad City Building Inspection Dept. (1) Masonry Builders TESTING ENGIN REVIEWED BY. SAN, DIEGO THC:kh T.H. Chapman, A.E. #12882 . � FORM ib JP Q Testing Engineers -San -.Diego OE.,NpEVENpfNJ oy p 3467Kurtz St., P.O. Box.80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 " FILE No. 5049-1 SUMMARY OF COMPRESSION TEST 'RESULTS PAGE- TWO Permit #791529 JOB: Bullocks Department Store Mix No. 34-122R PUMP SPEC. 28-DAY STR. 4000 Psi ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE C34 MO. LOCATION IN STRUCTURE O. DA. TYPE PHI CEMENT 6.8 SCY SPEC, SLUMP 5 IN. ADMIX. POZZ. 30ON and MBAE AGG. SIZE 1 IN. * STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY I 28-DAY TEST RESULTS MAILED IN. I AGE 3982 11/8 2ndfloor slab., Line 4 plus- 4-3/4 16 -0 between E &_ F . Bullocks #67 A-B-C. Made by 'TESD. 3983 11/9 2nd floor slab, Line 4 to 5 on Line "B" plus 16' -0". Bullocks #68 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge and Thomas, Inc., S.E. Vl C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department aConrock THC:kh 3520 1 4920 I' 60-day I *Disc. I 1121/16/79 6 1 29701 4460.. 1 60-day l *Disc. TESTING ENGINEERS SAN DIEGO REVIEWED Py//y /--/ - T:H: Chapman; R.E. #12882 FORM i6- J!' 0 Testing Engineers —San Diego NDEPENpfNl O .3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST'RESULTS PAGE. TWO JOB: Bullocks Department Store Mix No.34-142 GROUT PUMP SPEC. 28-DAY STR. 3250 PSI ADDRESS: 2557 El Camino Real TYPE CEMENT - 7.5 - SCY SPEC. SLUMP 8-10 IN. Carlsbad, California ADMix. POZZ. 306R AGG. SIZE 3/8 IN. • ' STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER - SLUMP 7-DAY' 28•DAY TEST RESULTS DATE MAILED YEAR: .1979 LAB NO. DATE CAST - LOCATION IN STRUCTURE C34 MO. DA. IN. AGE -4110 11/19 Grouted prisms. Bullocks --- 3720 11/30/79 #76 A-B-C. Made by TESD. 12/7/79 (2500 psi required) 4111 11/20 2nd floor wall, Line'9 at --- 3640 "B", 3'-4" elevation. Bullocks #77 A-B-C. Made by TESD. 4158 11/26 2nd floor wall, Line "A" at --- 4080 16 plus 16' -0-", 3' -4" elev. Bullocks #79 A-B-C. Made, by TESD. (2500 psi required) 4159 11/27 2nd floor wall, Line 9 at --- 2840 "B", 6'-0" elevation. Bullocks #80 A-B-C. Made by TESD. (2500 psi required) 4181 11/28 Line "A" from 1 to 4 to --- 2850 9'-4" elevation. Bullocks #82 A-B-C. Made by TESD. DEC 10 1979 C1 • OF ARL SAS Building Qppartm of D (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Stainbrugge & Thomas•, Inc., S.E. TESTING EN INE IRS, sAN DIEGO +l) C.L. Peck, Attn: Ed Berry RevIEwED Carlsbad City Building Inspection Department (1) Masonry Builders THC•kh T.H. Chapm , R.E. #12882 FORM 16 jP Testing Engineers —San Diego D�.,HDFPE„- 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-'9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE . Permit #791529 JOB:. Bullocks Department Store' MIX No. 34-122R PUMP SPEC. 28-DAY STIR. 4000 Psi ADDRESS: 2557 E1 Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST LOCATION IN STRUCTURE C34 MO. DA. 3851 11/1 2nd floor slab, Line 6 at "G" plus 10'-0". Bullocks 1P56 A-B-C. Made by TESD. 3854 11/1 2nd floor slab, Line 'IF" plus 10'-0" between 5 and 6. Bullocks #59 A-B-C.. Made by TESD. TYPE PI-IICEMENT 6'$ SCY SPEC. SLUMP 5 IN. ADMIX. Pozz. 30ON and MBAE AGG. SIZE * STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER SLUMP 7-DAY 28-DAY MAILED TEST RESULTS IN. AGE - 42 3700 5240 - 60-day *Disc. 11/9/79 11 /16 /79 11 /30 /79 12/7/79 5 -z ( 3890 1 5250 1 60-.day I *Disc. 3857 11/2 2nd floor slab, Line "E" 4 from 6 to 7. Bullocks #62 A-B-C.• Made by TESD: 3855 11/2 2nd floor slab, Line "A" 5 plus 16'-0" between 6 and 7. Bullocks #60 A-B-C. Made by TESD. 3979 11 /7 2nd floor slab, Line 3 from 4 2 "H" to "G". Bullocks #64 A-B-C. Made by TESD. 3980 11/7 2nd floor slab, Line I'D" 5 plus 16 from. 1 to 2. Bullocks #65 A-B-C . 'Made by TESD. 3981 11/8 2nd floor slab, Line 1 plus • 5-3/4 - 10'-0" between "B" and "C". Bullocks #66 A-B-C. Made by TESD.. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge and Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department (1} Conrock THC :kh 3540 ( 4880 1 60-day I *Disc. 36401 4630 1 60-day (-Disc. 3680 1 4850 j 60-day I *Disc. 33601 4780 1 60-day (*Disc. 2620 1 4210 1 60-day -I *Disc. TESTING ENGINEE/�$ SAN DIEGO REVIEWED BYf.___.�1 / T.H. Chapman./R.E. #12882 FORM I PAGE I JP 0 Testing Engineers —San Diego OdMEDfNGfN 0. 3467Kurtz St., P.O. Box 80985, San -Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 f Page I of 2 LABORATORY NUMBER SD34-4573 INSPECTION REPORT FILE: #5049-1, Permit #791529 J06: Bullocks Department Store ADDRESS: '2557 El Camino Real, Carlsbad California DATE REG. HRS. O. T. H RS. REINSP. HRS INSPECTOR DATE 11/26/79, REG. HRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR John E. Hanssel DATE REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR DATE 11/27/79 REG. HRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. o. T. HRS. REINSP. HRS. INSPECTOR DATE November 30, 1979 INSPECTION OF Reinforced Masonry and Structural Steel Assembly FABF(ICATOR OR ERECTOR: Hafer Steel, Masonry Builders CONTRACTOR: C. L. Peck Contractor SHOP- FIELD XX PUNT Reinforcing Steel: ASTM A-615, Grade 40 and 60 Masonry: ASTM C--90, Gr N-1 Mortar' Mix: Type "S" (2500 psi) Grout Mix, 34-142 (2500 psi. 7.5 sks.) Reinforced Masonry: Observed the placement of reinforcing steel and concrete masonry units in-2nd floor wall locations to elevation of plus 8'-8".on Line 9 from "A" to "C", and on Line "A" from.5 plus 6'-0" to 9. Observed the placement of approximately 17.0 cubic yards of grout in wall locations as follows: lst floor component wall to eleva- tion of plus 4'-0" on Line 1 from "A" plus 26'-7" to "C" plus 6'-0";= 2nd floor to elevation of plus 4'-0" on Line "A" from 1 to 4 plus 2'-0" and from 4 plus 30'011:to 7. Cast three samp o 0 on Line "A" at 6. plus 16'-0", elevation of plus " a "keiiICto A-B-C. DEC 7 1979 CITY OF CARLSBAD Reinforced Masonry: Observed the placement of' �"" and concrete masonry units in 2nd floor to elevation o us on Line "A" from 1 to 4 plus 2'=0". Observed placement of approximately 9.5 cubic yards of grout in walls at 2nd floor to elevation of plus 8'-0" on Line "A" from 6 to 9 and on Line 9 from "A" to "C". Cast three samples of grout from wall on Line.9 at "B", elevation of plus 6'-0", marked Bullocks #80 A-B-C. Cast three samples of mortar from 2nd floor wall on Line "A" at 3, elevation of plus P-0", marked, Bullocks #81 A-B-C. Shear Connectors: Inspected the placement of Nelson Studs on 2nd floor steel framing between Lines 4 and 5 from "C" to "E". Verified the number placed and hammer tested approximately 25%. r: 0 Testing Engineers —San Diego K 3467 Kurtz St., P.O. Box 80985, San Diego, Ca: 921-38 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (114) 758-3730 LABORATORY NUMBER SD34-4573 JOB: BULLOCKS DEPT. STORE DATE . .11/28/79 REG. HRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR William C. Allen DATE 11/29/79 REG. HRS. 8.0 O. T. H Rs. REINSP. HRS. INSPECTOR DATE 11/30/79 REG. HRS- 5. 0 O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR FORM 1 PAGE 2 JP ��.ENOEDFH�EN G G v =s Page 2 of 2 DATE November 30, 19791 Reinforced Masonry:. Inspected reinforced masonry while work was in progress-. Block work completed on. Line 9,, "A" to "C"- and Line "A", 1 to 9 from 9'-4" to 11-4". Witnes-sed placing of 9.5 cubic yards of grout on Line "A", 1 to 4, elevation 41-0" to 81-411. Cast three samples, marked, Bullocks #82 A-B-C. Reinforced Masonry: Inspected reinforced masonry while work was in progress. Block work completed on Line 9, "A" to "C" and Line "A", 1 to 9 to 9 from ll'-4" to 13'-4". Inspected reinforcing steel around es- calator opening on second floor. Reinforced Masonry: Inspected reinforced masonry while work was in progress. Four feet of composil wall laid at Line 1. Block lead at northwest corner on Line 1 placed to 31'-4". Inspected steel and witnessed mixing of mortar. DATE REG. HRS. O. T. HRS. REINSP. HR§. INSPECTOR *Hours prorated with other- work. REPORTED TO: (1) C. L. Peck Contractor (1) Bullocks Department Stores, Attn: Mr. E. Jahns (1) Ladd, Kelsey, Woodard, AIA 1) Steinbrugge & Thomas, Inc., S.E. TESTING ENGI C. L. Peck Contractor, Attn: Mr. Ed Berry City of Carlsbad Building Inspection Dept.REVIE - SAN DIEGO THC:mg T, H: Chapman, )t.E.112882 FORM 4 jp • Testing Engineers —San Diego 0 346 7 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758=3 730 REPORT OF COMPRESSION TESTS File #5049-1, Permit #79-1529 DATE December 4, 1975 JOB- Bullocks Department Store AnDRiEss: 2557 El Camino Real,, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA 0 RrLG. WT. CONCRETE E] CORES ENr.iNEzR. Steinbrugge & Thomas, Inc.,, S.E. 0 LIGHT WT.CONCRETE XX,3XMORTAR CONTRACTOR: C.L. Peck EJ GUNITE 0 GROUT LABORATORY NUMBER C34-416 0 MARK ON SPECIMEN Bullocks #81 A B C LOCATION IN STRUCTURE 2nd floor wall, Line "A" at 3., 61-0 elevation BRAND OF CEMENT U9KD . . . BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND . . . . . SOURCE OF ROCK . . . . . MIX PROPORTIONS OR NUMBER 1 cement,, 3 sand,- 1/4 lime RECEIVED SUPPLIER (CONCRETE) . . . . Job Mixed 'TRUCK No. & TICKET No. SLUMP OR KELLY BALL . . . . DEC 7 979 TEMPERATURE OF AIR . . . TEMPERATURE OF MIXTURE OF SPECIMENS MADE BY . . . . Testing Engineers -San Diego CITY OF CARLSBAD DATE MADE . . . . . . . November 27, 1979 Building Department DATE RECEIVED Nov. 29.% 1979 DATE TESTED . . . . . . . Dec. 4, 1979 AREA, SQUARE INCHES . . . . 3.14 ULTIMATE LOAD. Les. 7200 CRUSHING STRENGTH LBS. PER. SO. IN. 2290 AGE TESTED. DAY& . . . . . . 7 UNIT WEIGHT, LBS. PER. CU. FT. SPECIFIED STRENGTH . . . . 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores., Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C *L. Peck,, Attn: Ed Berry Carlsbad City Building Inspection Dept. FTI Masonry Builders TESTING ENGIN S - SAN DIEGO REVIEWED WBY. THC: kh T.5., Chapfn4,' R.E. #12882 FORM If Jr 0 , Testing Engineers —San Diego oF.\NOEDFpFNC y 0; 0 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No: 1579�-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE THREE Permit #78-4013 JOB: Plaza Camino Real Shopping Center Expansion ADDRESS: 2550 E1 Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST C34 MO. DA. 1826 1 5 /21 1827 1 5 /22 1829 5123 1832 I 5 /24 3991 1 11/5 LOCATION IN STRUCTURE Upper level topping, Line "K" from 102.8 to 102.8 plus 10'-0". PCR #118 A-B-C. Made by TESD. Upper -level topping, Line "E" plus 13' -6" and 201 plus 25'-7". PCR #119 A-B-C. Made by TESD. Upper level topping, Line "J" plus ' 14' -0" and 201 plus 27'-6". PCR #121 A-B-C. Made by TESD. Upper level topping, Line 105 plus 10' between "W" & 'W'. PCR #124 A-B-C. Made by TESD. Floor patching, upper level, Space 260, Line 'IF" at 203. PCR #260 A-B-C. Made by TESD. I)EC 7 4 CIV Of t� %,11d1al Del (1) Plaza Camino Real, Attn: J. Rockafellow (1) Ronald T. Aday, Inc. (1) Whiter-Shay.Associates, S.E. 1) Olson Construction Company (�1`) City of Carlsbad `(1) Conrock THC:kh MIX No. P-301 L-.W. SPEC. 28.DAY STIR. 3000 PSI TYPE CEMENT 5'8S SCY SPEC. SLUMP IN ADMIX. POzz. 300-N and MBAE AGG. SIZE IN. * STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER SLUMP 7-DAY 28-DAY TEST RESULTS -MAILED IN. AGE 42 2510 3780' 60-�day 'Disc. 6/1/79 6 /22 /79 11 /15 /79 E 12/6/79 3 1 2350 1 3780-, 1 60-day J *Disc. 3 . 1- 2640 1 4070 1 60-day I *Disc. 2 1 3400 1 4210 1 60-day J *Disc. 2112 r-- 3890 Vol TESTING ENC+INE REVIEWED BY� T. H. 9-day I 2580 60-day 'Disc. N DIEGO R.E. #12882 I! • • FORM 4 Testing Engineers —San Diego NOEVFgpFNf o 346 7 Kurtz St., P.O. Box80985, San Diego, Ca. 92138 (714) 225-9641 19031Nest Vista Way, Unit B, Vista; California 92683 (714) 758-3730 REPORT OF COMPRESSION TESTS iP File Y4059-1, Permit #79-1529 • DATE November 14, 1979 4013: Bullocks Department Store December .3, 1979 'ADDRESS: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE p CORFS -ENGINEER. Stelnbrugge & Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE P MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE XMGROUT LABORATORY NumsER C34-3873 MARK ON SPECIMEN Bullocks #63 A B C LOCATION IN -STRUCTURE Wall, Line "A" between 5 and 5 plus 6' -0 ", 12' -0" elevation BRAND OF CEMENT USED • • • Colton, Type I -II BRAND AND TYPE OF ADMIXTURE - SOURCE -OF SAND - - SOURCE OF ROCK -. . MIX FROPORTIONS-OR NuM6[R 75% sand, 25% cement,, 25% pea grav SUPPLIER (CONCRETE) Job Mixed 14ECPL TRUCK NO. 6 TICKET NO. - - - SLUMP OR•KELLY BALL 1Q?Q T13 Cs Lit 9 �D TEMPERATURE OF AIR •F ' TEMPERATURE OF MIXTURE F CITY OF SPECIMENS MADE BY Testing Engineers -San Diego 'CARLSBAD DATE MADE . . • • • . November 52 1979 Building Department DATE RECEIVED . . . • - . . Nov. 63, 1979 DATE TESTED . . . . . . . Nov. 122 1979 Dec. 3, 1979 • ARrA, SQUARE INCHES - 9.27 8".43 ULTIMATE LOAD. LBS. 13500 17700 CRU8HING STRENGTH LOS. PER. SO. IN. 1460 2100. AGE TESTED, DAYS 7 28 UNIT WEIGHT. LESS. PER. CU. FT. SPECIFIED STRENGTH . - 3250 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1 C.L. Peck, Attn: Ed Berry s(1) Carlsbad City Building Inspection Dept. (i) Masonry Builders TESTING ENGI REVIEWED BY. SAN• DIEGO THC : kh T.H. Chapman/ R.E. #12882 FORM 1 PAGE I JP Testing Engineers —San Diego pF.\NOEOENpfN, 3467Kurtz St., P.O. Box 80985, San Diego, Ca..92138 (714) 225-9641- 1903 West -Vista Way, Unit B, Vista, California 92083 (714) 758-3730 Page 1 of 2 LABORATORY NUMBER SD34-4474 N R DATE November- 29, 1979 FILE: #5049-1, Permit #791529 D F C 3 1979 INSPECTION OF Reinforced Concrete JOB: Bullocks Department StorEC'W OF CARLSB ®FABRICATOR OR ERECTOR: Hafer Steel,and Building Department Masonry Builders CONTRACTOR: C. L. Peck Contractor ADDRESS: 2557 El Camino Real, Carlsbad, California SHOP FIELD XX PLANT DATE Reinforcing Steel: AS.TM A-615,*Grade 40 and 60 REG. HRS. Masonry: ASTM C-90 Grade N-1 o. T. HRS. -Mortar Mix: Type ,"S" (2500 psi) REINSP. HRS. Grout Mix: 34-142 (2500 psi, 7.5 sks . ) INSPECTOR DATE 11/19/79 Inspected the placement of -reinforcing steel in wall floor closure beam REG. HRS. 8.0 2nd floor, Line A from 3+16 0 plus to 5 plus 13 0 . Observed the placement of approximately 9.5 cubic yards of grout in closure beam to o.T.HRs. the top of -the structural beam on Line "A", from 4 to 5 and to finished REINSP. HRS. - floor elevation approximately 15'0tt each side of the opening into the INSPECTOR mall. Also observed the grouting of prisms marked, Bullocks 74 and 75 ohn E. Hanssel A-B-C-D-E, which were assembled on 11/15/79. Cast one set of three sam- ples of grout from these prisms, marked Bullocks #76 A-B-C. Observed REG. HRS. the placement of reinforcing steel and concrete masonry units in 2nd O.T. HRS. floor wall locations as follows: To elevation of plus 41-8" on Line "C" from 8 to 9; on Line 8 from "C"'to "C" plus 4'-0"; to elevation -of plus REINSP. HRS. 0'-8t1 on Line "H" from 5.1 to 5. INSPECTOR DATE 11/20/79 REG. HRS. 8.0 O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR Observed the placement of reinforcing steel and concrete masonry units in 2nd floor wall locations as follows: To elevation of plus 0-'-8" on Line "H".from 4 to 2.3; to elevation of plus 4'-8" on Line "A" from 4 plus 30'-0" to 5 plus 18'-0". Observed the placement of approximately 8.0 cubic yards of grout in 2nd floor wall locations as follows: To ele- vation of plus 0'-8" on Line "A", from 7 to 9; on Line 9 from "A" to 11C11; on Line "C" from 9 to 9 plus W -8". Cast one set of three samples of grout from wall on Line 9 at "B",-.elevation of plus 3'-4", marked Bullocks #77 A-B-C. Testing Engineers —San Diego 3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3 730 FORM I PAGE 2 JP Page 2 of 2 LABORATORY NUMBERSD34-4474 JOB: Bullocks Department Store DATENovember 29, 1979 DATE 11/21/79 REG. HRS. 8.0 O. T. H RS. REINSP. HRS. INSPECTOR DATE REG, HRS. O. T. HRS. REINSP. HRS INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR Observed the placement of reinforcing steel and concrete masonry units in 2nd floor wall to elevation of plus 4'-8",on Line "A", -from 3 plus 16'-0" to 4 plus 2'-0"; to elevation of plus 4' 8" incomponent wall on lst flobr from "A" plus 25'-0" to."CA", -Cast one set of three . samples of mortar from wall on Line "A" from 4 to 4 plus 2'-0" at e . le- vation of plus 1'-4", marked Bullocks #78 A-B-C. DATE REG. HRS. O. T. HRS. REINSP. HRS, INSPECTOR C/7Y Ott 1979 cApLsDATE 17 so9o0,,,' BAD REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR REPORTED To: (1) C.L. Peck Contractor (1) Bullocks Department Stores; Attn: Mr. E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. TESTING NGI SAN DIEGO (1), C.L. Peck Contractor, Attn: Mr. Ed Berry !'x) Carlsbad City Building Insp. Department THC:mg T. 1H. Cf Ta-pmai E . 12882 . * FORM I6 JP = Testing Engineers —San Diego D.,MDEVEryFN 3467Kurtz St., P.O.Box 80985, San Diego, Ca. 92138 (714) 225-9641 o 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks Department Store ADDRESS" 2557 El Camino Real Carlsbad, California YEAR: 19799 LAS NO. DATE C34 MO. LOCATION IN STRUCTURE O. DA. 3537 10/12 Roof planks on Line 6 from IID" to "E". Bullocks #46 A-B-C. Made by TESD. Mix No. PR-400M GROUT_ SPEC. 28-DAY STR. 400.0 . psl TYPE CEMEf T 9-0 SCY SPEC. SLUMP IN. ADMIX. AGG. SIZE _IN. *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER SLUMP 7-DAY 28-DAY MAILED TEST RESULTS IN. AGE 7 2 --- 4120 10-day 2370 10/2.6 /79 60-day *Disc.l 11/9/79 11 /16/79 3637 10/19 2nd floor, Line 3 between 9 1410 3180 "B" and "C". Bullocks 1P49 A-B-C. 'Made by TESD. 3856 11/2 Roof plank on Line 5 from --- 1700 2970 "A" to "B". Bullocks #61 A-B-C. Made by TESD. Ank, rpm DEC-3 1979 1TY F CA LSS, Quit tng Dep rtmanf (1) C.L. Peck (1) Bullocks Department Stores (1)- Ladd, Kelsey, Woodard, -AIA (1) Steinbrugge & Thomas, Inc., S.E. (,1.) C.L. Peck, ' Attn: -Ed Berry ('1) Carlsbad; City Building Inspection Department THC : kh TESTING ENGIN RS. SAN DIEGO REV-IEEW-E—D T. tl. unapman, K. t . IFIZOOZ . • FORM 16 JP Testing Engineers —San Diego pF.\HOFVFypENf 3467Kurtz St., P.O. Box 80985, San Diego, Ca.-92138 (714) 225-9641 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No.. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE C34 CAST I MO. DA. LOCATION IN STRUCTURE Mix No.34-142 GROUT PUMP SPEC. 28-DAY STR. 3250 PSI TYPE CEMENT 7.5 SCY SPEC. SLUMP 8-10 IN. ADMIX. POZZ. 30OR AGG. SIzE 3 /8 IN. *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 26-DAY TEST RESULTS MAILED IN. I I I AGE 4110 11/19 Grouted prisms. Bullocks --- 3720 476 A-B-C. Made by TESD. (2500 psi required) 4111 11/20 2nd floor wall, Line 9 at --- 3640 "B", 3'-4" elevation. Bullocks #77 A-B-C. Made by TESD. - E: E C CITY 0- F :',RLSB_, Building dapartm nt (1) C.L. Peck (1) Bullock-s Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA Steinbrugge & Thomas, Inc., S.E. TESTING EN INE RS, SAN DIEGO C.L. Peck, Attn: Ed Berry REVIEWED (-1�) Carlsbad City Building Inspection Department (1) Masonry Builders THC•kh T.H. Chapm, , R.E. #12882 11 /30 /79 0 . • FORM 10 Jr Testing Engineers —San Diego HOFDF oFNr 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 © 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE_ ONE -� Permit #791529 JOB: Bullocks Department Store Mix No. 34-122R. PUMP SPEC. 28-DAY STR. 4000 PSI ADDRESS' 2557 El Camino Real TYPE PI-IICEMENT 6 * 8 SCY SPEC. SLUMP 5 IN. Carlsbad, California ADMix. POZZ. 30ON and MBAE AGG. SIZE 1 IN. *STORED & CURED. NOT TESTED YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH, PSI LAB NO. DATE OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 2'8-DAY TEST RESULTS MAILED C34 MO. DA. IN. AGE 3851 11/1 " 2nd floor slab, Line 6 at 4z 3700 5240 60- day *Disc. 11/9/79 110 plus 10'-0". Bullocks 11/16/79 #56 A-B-C. Made by TESD. 11/30/79 3854 11/1 2nd floor slab, Line 1IF" 52 3890 5250 60-day 'Disc. plus 10'-0" between 5 and 6. Bullocks #59 A-B-C. - Made by TESD. 3857 11/2 2nd floor slab, Line "E " 4 3540 4880 60-day *Disc. from 6 to 7. Bullocks 1A62 A-B-C. Made by TESD. 3855 11/2 2nd floor slab, Line "A" 5 3640 4630 60-day *Disc. plus 16'-0" between 6 and 7. Bullocks #60 A-B-C. "Made by TESD. 397'9 11 /7 2nd floor slab, Line 3 from 4 2 3680 "H" to "G". Bullocks #64 A-B-C. Made by TESD. 3980 11/7 2nd floor slab, Line "D" 5 3360 plus 16 from 1 to 2. Bullocks #65 A-B-C. 'Made by TESD. w 3981 11/8 2nd floor slab,, Line 1 plus "5-3/4 2620 1979 10 -0 between B and C .` �'� Bullocks #66 A-B-C. Made CITY P by TESD. Wf_1 Quiidi Depart en (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA � Steinbrugge and Thomas, Inc., S.E. TESTING ENGINEE SAN DIEGO C.L. Peck, Attn: Ed Berry REVIEWED BY. �(1) Carlsbad City Building Inspection Department (1) Conrock -" ------R.E. ��12882 THC •kh T.H. Chapman, « FORM I& Jr Testing Engineers —San Diego OE:, EDFNQEMJ 2J 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE FOUR JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST I C34 MO. DA. LOCATION IN STRUCTURE MIX No. 34-12OR SPEC. 28•DAY STR. 3000 PSI TYPE I -IT CEMENT - 5.5 SCY SPEC. SLUMP 5 IN. ADMIX. Pozz. 30ON AGG. SIZE 1- IN. * STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI_ OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. I AGE 4058 1 11/15 1 Wall footing, Line 1 at 3 2510 11/30/79 "C". Bullocks #72 A-B-C. Made by TESD. C v D ntc 3 1979 CITY OFCARL . S�e artment (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. TESTING ENG EE S N DIEGO y(1) G.Peck, Attn: Ed Berry REVIEW (11' Carlsbad City Building Inspection Department (1) Conrock THC•kh T.H. Chapman/R.E. #12882 FORM 4 JP Testing Engineers —San Diegoo DE.ENDEVEppfN� =4 V F 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1.903 West Vista Way, Unit 8, Vista, California 92683 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5049-1, Permit* #791529` r DATE November 30, 1979 JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real, Carlsbad, California. OWNER: Bullocks Department Stores ARCHITECT: ' Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE 0 CORES ENGINEER: Stelnbrugge- & Thomas, Inc., S.E. ❑ LIG)HTWT. CONCRETE MORTAR CONTRACTOR: C.L. Peck O GUNITE ❑ GROUT LABORATORY NUMBER C34-4132 III MARK ON SPECIMEN Bullocks #78 A B C LOCATION. IN STRUCTURE 2nd floor wall, Line "A" from 4 to 4 plus 21-0", 11-4" elevation BRAND OF CEMENT USID - BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND . . SOURCE OF ROCK . . MIX PROPORTIONS OR NUMBER 1 cement, 3 sand, 1/4 lime SUPPLIER (CONCRETE) Job Mixed TRUCK NO. & TICKET NO. - - - SLUMP OR.KELLY BALL - • TEMPERATURE OF AIR . . OF TEMPERATURE OF MIXTURE OF SPECIMENS MADE BY - Testing Engineers -San Diego DATE MADE . . . . . . November 21, 1979 DATE RECEIVED _ _ . _ Nov. 29, 19-79 Comm DATE TESTED .• . . - AREA, SQUARE INCHES • . - - Nov. 30, 1979 3.14 Rua ULTIMATE LOAD. Les. - 8360 D�` ,CRUSHING STRENGTH LBS. PER. SQ. IN. 2660 C 3 19,79 AGE TESTED. DAYS . . _ 9 C'�Y OF UNIT WEIGHT. LBS. PER. CU. FT. STRENGTH 2500 CA Lui�lding SB �D SPECIFIED • • • • psi Depar REPORTED TO: CLIENT (1) C.L. Peck _ (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry (1*)r' Carlsbad City Building Inspection Dept. (1) Masonry Builders THC.: kh TESTING ENGINEER - AN DIEGO REVIEWED BY. T.H. Chapman, R.E. #12882 0 Testing Engineers —San Diego 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS r�'y+ File Yt5049-1, Permit #791529 DATE November 9, 1979 J013: Bullocks Department Store 'November 30, 1979 -- ADDREas: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. Wt. CONCRETE 0 CORES ENGINEER: Stelnbrugge and Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE X�XMORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LAF3oRATORY NUMBER C34-3853 MARK ON SPECIMEN Bullocks #58 A B C LOCATION IN'STRUCTURE Wall, Line "A" from 3 plus 26'-0" to 4 plus 2T-0" at 10'-0" elevation BRAND -OF CEMENT USED BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND . . SOURCE OF ROCK . Mix PROPORTIONS OR NUMBER • - 1 cement, 3 sand, 1/4 lime SUPPLIER (CoNcRETE) . . . . Job Mixed TRUCK No. & TlcKET No. - - SLUMP OR KELLY BALL - • TEMPERATURE OF AIR °F TEMPERATURE OF MIXTURE 'F SPECIMENS MACE BY Testing, Engineers -San Diego DATE MADE - . - . - . • November 1; 1979- DATE RECEIVED Nov. 6, 1979 DATE TESTED - • - • • . . Nov. 8, 1979 Nov. 29, 1979 Stored & cured, AREA, SQUARE INCHES - - 3.14 3.14 not tested ULTIMATE LOAD. LBS. 6000 8640 CRUSHING STRENGTH LBS. PER. §O. IN. 1910 2750 • AGE TESTED. DAYS - - UNIT WEIGHT. LBS. PER. Cu. FT. 7 28 j�© 1 !!t 61 � I ■ `�iP E FEEss��� SPECIFIED STRENGTH - 2500 psl �a REPORTED To: CLIEN7 (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1)" Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) � C.L. Peck,. Attn: Ed Berry. � Carlsbad City Building Inspection Dept. (1) Masonry Builders THC : kh CITY OF CARLSBAD- E3uRding Department TESTING ENGINEER SAN DIEGO REVIEWED BY. T.H. Chapman, . E". #12882 FORM A © Testing Engineers —San Diego DE.,NDEDfNDo DHj 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS JP File #5049-1, Permit #791529 owrE November 9, 1979 .loe: Bullocks Department Store November 30, 1979 ADDpESs: 2557 E1 Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, ATA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge and Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE p MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ` ' GROUT LADORATORY NUM9ER C34-3852 MARK ON SPECIMEN Bullocks 1i57 A B C LOCATION IN STRUCTURE Wall, Line "A" from 4 plus 30'-0" to 5 plus 61-0" at 7'-4" elevation BRAND OF CEMENT USED Colton, Type I -II BRAND AND TYPE OF ADMIXTURE. SOURCE OF SAND - - SOURCE OF ROCK . . MIX PROPORTIONS OR NUMB£R • . 75% sand, 25% cement, 25% pea gravel SUPPLIER (CONCRETE) Job Mixed TRUCK No. & TICKET No. - - SLUMP OR KELLY BALL - . TEMPERATURE OF AIR °F TEMPERATURE OF MIXTURE °F SPECIMENS MADE BY Testing Engineers -San Diego DATE MADE November 1, 1979 DATE RECEIVED . . . . • . . Nov. 15, 1979 DATE TESTED • • . . • • • Nov. 82 1979 Nov.- 29, 1979 AREA. SQUARE INCHES 9'.77 9.42 ULTIMATE LOAD- Lee. 15300 25900 CRUSHING STRENGTH LOS. PER. SQ. IN. 1570 2750 AGE TESTED. DAY11 UNIT WEIGHT. LBS. PER. CU. FT. - 7 28 ' SPECIFIED STRENGTH . . . 3250 psi REPORTED To: CI b i U � 8 An CLIENT (1) C.L. Peck (1) . Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry 511L (F1'f Carlsbad City Building Inspection Dept. (1) Masonry Builders iuliiding Department TESTING ENGl1+.!-EEi'ySj- SAN , DIEGO REVIEWED BY. - THC:kh T.H. ChapmanPR.E. #12882 • ! 0 Testing Engineers —San Diego 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS FORM 4 JP NIF File #5049-1, Permit #791529 DATE November 9, 1979' ,Loe: Bullocks Department Store November 28, 1979 ADDPIISS: 2557 El Camino Real, Carlsbad, California OWNIEA: Bullocks Department Stores ARCHITECT- Ladd, Kelsey, Woodard, ALA ❑ REG. WT. CONCRETE ❑ CORES ENGINL°ER: Stelnbrugge & Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE P MORTAR CONTRACTOR: C. L. Peck ❑ GUNITE YLU GROUT LA©ORATORY NUMBER C34-3849 MARK ON SPECIMEN Bullocks #54 A B C LOCATION IN STRUCTURE Wall, Line "A" from 4 plus 30'-0" to 5 plus''6*tO" at 3'-4" elevation BRAND OF CEMENT USED - Colton, Type I -II ,, BRAND AND TYPE OF ADMIXTURE Y O .SOURCE OF SAND - SOURCE OF ROCK . . - 'I/ 1e?T� j ►! - 25% 75% 25% MIX PROPORTIONS OR NUMBER cement, sand,, pea gravel SUPPLIER (CONCRETE) - Job Mixed B/jiiding QOnRLSPAD TRUCK NO. -b TICKET NO. Mr Yi SLUMP OR KELLY BALL. - TEMPERATURE OF AIR . �F TEMPERATURE OF MIXTURE 'F SPECIMENS MADE BY Testing Engineers -San Diego DATE MADE October 31, 197-9 DATE RECEIVED . . Nov. 6, 1979 DATE TESTED . . - - - - - Nov. 71, 1979 Nov. 2831 1979 AREA, SQUARE INCHES 9.18 9.15 ULTIMATE LOAD. LBS. 16600 25500 CRASHING STRENGTH LOS. PER. SO. IN. 1810 2790, AGE TESTED. DAY$ . . • . • 7 28. UNIT WEIGHT. LBS. PER. CU. FT. SPECIFIED STRENGTH - 3250 psi REPORTED To: CLI'ENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept,. �(1) Masonry Builders . TESTING ENGINEERS'- SAN DIEGO REVIEWED BY. f %! THC :-kh T.H. Chapma ', R.E. #128-82 1 • FORM 4 JP 77 Testing Engineers —San Diego DE.\NDEDfrypFN . o� o 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 Q 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File IP5049-1, Permit #791529 DATE November 9, 1979 JOB, Bullocks Department Store November 28, 1979 ADDR$SS: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Stelnbrugge & Thomas, Inc.,, SE. ❑ LIGHT Wt. CONCRETE =MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LABORATORY NUMBER C34-3850 I MARK ON SPECIMEN Bullocks YP55 A B C LOCATION IN STRUCTURE Wall, Line "A" from 3 plus 26'-0" to 4 plus 2'-0" at 6'-4" elevation BRAND OF CEMENT USED - - . Colton, Type I -II BRAND AND TYPE OF ADMIXTURE RZC SOURCE OF SAND SOURCE OF ROCK - el MIX PROPORTIONS OR NUMBER - 1 cement, 3 sand, 1/4 lime - ���!? SUPPLIER (CONCRETE) - - Job Mixed %A 19,7 ,� TRUCK No. & TICKET NO. - SLUMP OR KELLY BALL - 0t• TEMPERATURE OF AIR - - OF •1, TEMPERATURE OF MIXTURE _ SPHCIMENG MACE BY - - Testing Engineers -San Diego DATE MADE' October 31, 1979 DATE RECCIVED . . . - . - Nov. 6, 1979 DATE TESTED • ... • - . Nov. 7, 1979 Nov. 28, 1979 Stored & cured, AREA, SQUARE INCHES 3.14 3.14 not tested ULTIMATE LOAD. Leas. - - 5680 9250 CRUSHING STRENGTH LOS. PER. SQ. IN. 1810 2950 AGE TESTED, DAYS 7 28 UNIT WEIGHT, LSS. PER. CU. FT. SPECIFIED STRENGTH . . . . 2500 psi REPORTED To: CLIENT (1) C.L. Peck (1) Bullocks Department'Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1Z C.L. Peck, Attn: Ed Berry (0) Carlsbad City Building Inspection Dept. a (1) Masonry Builders TESTING ENGIN REVIEWED BY. - SAN DIEGO THC:kh T.H.TChap\m ,. R.E. #12882 FORM 4 JP 0 Testing -Engineers -San Diego OECEN - r o 0 346-7 Kurtz St.; P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 sa, �tiA 1,903 West Vista..Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5049-1, Permit #791529 DATE November 27, 1979. .►Ost Bullocks Department Store ADDRESS: 2557 E1 Camino Real, Carlsbad, California OWNER: Bullocks Department Stores XXX PRISM ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE Q CORE$ ENGINEER: Stelnbrugge and Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE p MORTAR CONTRACTOR: C. L. Peck O GUNIT£ ❑ GROUT LA©ORATORY NUM6ER C34-4108 MARK ON SPECIMEN Bullocks #74 A B C D E LOCATION IN STRUCTURE 1211 fluted, high -stress block BRAND OF CEMENT USCD BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND - R EC SOURCE OF ROCK - - - MIX PROPORTIONS OR NUM8wR Block: Hazard Company SUPPLIER ( CONCRETE) • . . • Ri N O V 2 81979 TRUCK No. A TICKET No. SLUMP OR KELLY BALL - �� TY OF SBAD TEMPERATURE OF AIR 'F Building TEMPERATURE OF MIXTURH 'F DAR� t Parimen SPECIMENS MADE BY - . Testing Engineers -San Diego DATE MADE . . . . . . . November 19, 1979 DATE RECISIVED . . . " . - . - Nov. 21, 1979 DATE TESTED . • • • • • • Nov. 262 1979 ,AREA. SQUARE INCHES 98.28 ULTIMATE LOAD. LBS. - 178000 CRUSHING STRENGTH 1_68. PER. SQ. IN. 1810 AGE TESTED. DAYS 7 UNIT WEIGHT. LBS. PER. CU. FT. SPECIFIED STRENGTH . 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns .(1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. Peck, Attn: Ed Berry )`"`Carlsbad City Building Inspection Dept. TESTING EP (1) Masonry Builders REVIEWED BY. DIEGO THC : kh T.H. Chapman; )'. E." #12882 • . FORM 4 Testing Engineers —San Diego QANpFCENCEN) 3 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138-(714)225=9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS JP File #5049-1, Permit #791529 DATE November 27, 1979 JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores XXX PRISM ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Stelnbrugge & Thomas, Inc., S.E. ❑ LIGHT W.T. CONCRETE P MORTAR CONTRACTOR: C.L. Peck O GUNITE ❑ GROUT LAvoRATORY NUMBER C34-4109 MARK ON SPECIMEN Bollocks #75 A B "" C D E LOCATION IN STRUCTURE 10" fluted, high -stress block BRAND OF CEMENT USED . - BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND - - - 5ouRce of ROCK - MIX PROPORTIONS OR NuMaER - Block: Hazard Company SUPPLIER (CONCRETE) . . 'V V2 TRUCK No. & TIcKET No. - - - `n 81979 979 SLUMP OR KELLY BALL . . C1 { y �• TEMPERATURE OF AIR - 'F TEMPERATURE OF MIXTURE - 'F ` , �'pli(iIn ������"//�� `-® 08p3itnj�� g SPECIMENS MADE BY - - - Testing Engineers -San Diego DATE MADE - November 19, 1979 DATE RECEIVED • . • . • • • Nov. 21, 1979 DATE TESTED • • . . • . . Nov. 26, 1979 AREA. SQUARE INCHES . • . • 84.92 ULTIMATE LOAD. Les. '215000 CRUSHING STRENGTH LBS. PER. SQ. IN. 2530 AGE TESTED. DAYS . 7 UNIT WEIGHT, LBS. PER. CU. FT. SPECIFIED STRENGTH . • 2500 psi REPORTED To: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey_, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) . C.L. Peck, Attn: Ed --Berry "(1)—Carlsbad City Building Inspection Dept. (1) Masonry Builders TESTING ENGI REVIEWED BY.. THC:kh T.H. Chapman, 7S SAN DIEGO E. #12882 • FORM i PAGE I JP �0 Testing Engineers —San Diego pE.,NpEDFNpEHl 3467Kurtz St., R O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 ' A 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 " r... Page 1 of 2 LABORATORY NUMBER SD34-4408 !m �fi: DATE November 26, 1979 FILE: 15049.-1, Permit ii79-1529 NOV2 81979 INSPECTION OF'Reinforced Masonry. and Reinforced Concrete JOB: Bullocks Department Store CITY OF Cq���+ RICATOR OR ERECTOR: Hafer Steel^ and a� AL) Masonry Builders BUllding Department CONTRACTOR: C. L. Peck Company ADDRESS: 2557 El Camino Real, Carlsbad, California SHOP FIELD PLANT DATE Reinforcing Steel: ASTM A-615, Grade 40 and 60 REG. HRS. Concrete Mix: 34-120 (3000 psi ,5.5 sks . ) o.T.HRS. :Masonry: ASTM C-90, Gr N-1, Hi Stress 3750 psi REINSP. HRS. Mortar: 1 cement, 1/4 lime, 3 sand (2500 psi) . INSPECTOR 'Reinforced Masonry: Observed the placement of reinforcing steel and con- DATE 11/13/79 Crete masonry units in 2nd floor wall locations as follows: Line "A", REG. HRS. • 8.0 from 6 to 7 to elevation plus 4'-8", from 1 to 3+18'-0" to elevation plus,8 " 0.T.HRS. on Line 1, from "A" to "B" to elevation plus 8". REINSP. HRS. INSPECTOR John E. Hanssel Reinforced Masonry: Observed the placement of reinforcing steel and con - DATE 11/14/79 Crete masonry units in 2nd floor wall locations as follows: Line 1 from REG.HRS. 8.0 "At' to "B"; Line "A", from 1 to 2+12'-0" all to elevation plus 4-'-8". O. T. HRS. Cast one set of three samples of mortar from wall on Line "A", from 2 to REINSP. FIRS. 2+12'-0" at elevation plus 3'=4", marked Bullocks #70 A-B-C. INSPECTOR Reinforced Masonry: Observed the placement of reinforcing steel and con- DATE 11/15/79 masonry units in 2nd floor wall locations as follows: Line "A", from REG. HRS. 8.0 �- rr t_ rr, t rr t_ "' 2+120 to 3+18 0 from 5+15 0 to 6, all to elevation plus 4 8 on 0.T.HRS. , , Line "C", from 8 to 9, Line 8, from "C" to "F.311, all to elevation plus 8". REINSP. HRS. Cast one set of three samples of mortar from wall on Line 8, between "C" INSPECTOR and "D" at elevation zero, marked Bullocks #71 A-B-C. Observed the assembly of two sets of five prisms each for 12" fluted hi -stress blocks, marked, Bullocks #74 A-B-C-D-E and for 10" fluted hi--st-ress blocks marked DATE Bullocks #75 A-B-C-D-E. Prisms measured approximately 60% of block length REG.HRS. long, two blocks high. Grout was not placed at this time. Cast one set O.T.HRS. of three samples of mortar from these two sets of prisms marked, Bullocks REINSP. HRS. #73 AR-B-C. INSPECTOR _ �. • • FORM Y PAGE 2 JP - Testing Engineers —San Diego °µ°E°F°f�� 0 E 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 sa, :5A 1903 West Vista Way., Unit B, Vista, California 92083 (714) 758-3730"" Page 2 of 2 LABORATORY NUMBER SD34-4408 JOB: Bullocks Department Store DATE November 2.6, 1979 DATE 11/15/79 Reinforced Concrete; Inspected the placement of reinforcing steel in wall REG. HRS. Cont.' footing -on Line 1, from "A" plus 26'-7" to ",C.l" on Line L in accordance 0.T.HRS. with Alt. Detail 1/S-6 Dwg.2 of 2 "R-14", dated 9/21/79. Observed the REINSP. HRS. placement of approximately $.0 cubic yards of concrete mix 34-120 in this INSPECTOR footing. Cast one set of three samples of concrete from this footing at "C" marked, Bullocks #72 A-B-C, measured slump 3". DATE 11/16/79 Reinforced Masonry: Observed the placement of reinforcing steel and concrete REG.HRS.8--0 masonry units in 2nd floor wall locations to elevation plus 8" as follows: 0.T.HRS. Exterior wall, southeast portion from "F.3" to "F.4"-7.1, to "G.1"-7; from REINSP. HRS, "G.2-6.3, to "G.3"- 6.2, to "H't-61.2. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR, DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR REPORTED TO: (1) C.L. Peck Contractor (1) Bullocks Department Stores, (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., f�1) C.L. Peck Contractor, Attn: �()_ekt-y-of Carlsbad Bldg. Insp. NOV 2 8,979 Quilling De C4RLSB'�® partment Attn. E. Jahns S.E. TESTING' ENGIN Ed Berry Dept. REV . / - SAN DIEGO THC:mg T.. H E.. #12882 i 0 Testing Engineers —San Diego 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, Cali-fornia.92083 (714) 758-3730 REPORT OF COMPRESSION TESTS FORM C JP File YA5049-131 Permit P79-1529 DATE November 26, 1979 JOB: Bullocks Department Store > ADDRESS: 2557 E1 Camino Real, Carlsbad, California ` OWNER: Bullocks Department Stores ARCHITECT.: Ladd, Kelsey, Woodard, AIA ❑ RKG. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge & Thomas, Inc.,, S.E. ❑ LIGHT WT. CONCRETE X4 MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LABORATORY NUMBER C34-4057 MARK ON SPECIMEN Bullocks #71 A B C .LOCATION IN STRUCTURE 2nd floor wall, Line 8 between "C" and I'D" BRAND OF CEMENT USZO BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND ' . V SOURCE OF ROCK - - - MIX PROPORTIONS OR NUMBER - kT 1 cement, 3 sand, 1/4 lime ���/197g SUPPLIER (CONCRETE) . . . • Job Mixed C1T TRUCK No. 6 TICKET NO. - I e OF CARLS SLUMP OR KELLY BALL : uilding DePart . -AD TEMPERATURE OF AIR of t5 �I%� T>MPERATURE OF MIXTURE 'F SPECIMENS MADE BY Testing Engineers -San Diego DATE MADE . . . . . . . November 15, 1979 DATE RECEIVED . . . . . . Nov. 19, 1979 DATE TESTED - - - - . - - Nov. 22, 1979 AREA, SQUARE INCHES 3.14 ULTIMATE LOAD. Les. . . . . 8190 CRUSHING STRENGTH LBS. PER. SQ. IN. 2610 AGE TESTED. DAYS - - 7 UNIT WEIGHT. LOS. PER. CU. FT. - SPECIFIED STRENGTH 2500 psi REPORTED TO: CLIENT (1) C.L. Peck .(1) Bullocks Department Stores, Attn: E. Jahns (1). Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1,) C.L. Peck, Attn: Ed Berry (41") Carlsbad City Building Inspection Dept. (1) Masonry Builders. THC :-kh TESTING ENGINEERS AN DIEC,© REVIEWED. BY. T.H. Chapman, R.E. #12882 • 0 Testing Engineers —San Diego 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way; Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS FORM 4 JP owe File #5049-1, Permit #791529 DATE November 91, 1979 Joe: Bullocks Department Store r- November 26, 1979 ADDRESS: 2557 E1 Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT. Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CogES -ENGINEER: Stelnbrugge & Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE X)W1 MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LA©ORATORY NUMBER C34-3848 MARK ON SPECIMEN Bullocks #53 A B C LOCATION IN STRUCTURE i Line "A" from 3 plus 26!-0" to 4 at 1'-4" elevation BRAND OF CEMENT USED � AND TYPE or ADMIXTURE Cc;BRAND SOURCE OF SAND , SOURCE OF 'ROCK - j�( m MIX PROPORTIONS OR NUMISER V 1 cement, 3 sand, 1/4 lime �VC3 Trw�s 1979 CITY SUPPLIER (CONCRETE) Job Mixed OF TRUCK No. & TICKET No. CqS /�j A Bra�Niq SLUMP OR KELLY BALL Depar��('�1 TEMPERATURE OF AIR 'F mei7t TEMPERATURE OF MIXTURE 'F SPECIMENS MADE BY . . . . Testing Engineers -San Diego DATE MADE . . . . . . . October 29, 1979 DATE REctivED Nov. 63, 1979 DATE TESTED . . • • • . . Nov. 62 1979 Nov. 262 1979 AREA, SQUARE INCHES . . . . 3.14 3.14 ULTIMATE LOAD. Lee. 3780 5560 CRUSHING STRENGTH L98. PER. SQ. IN. 1200 1770 AGE TESTED. DAYS 8 28 UNIT WEIGHT, LOS. PER. CU. FT. SPECIFIED STRENGTH • . • . 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) ,�C.L. Peck, Attn: Ed Berry (,Y) Carlsbad City Building Inspection Dept. (1) Masonry Builders T.HC:kh TESTING ENGINEERS,fSAN DIEGO REVIEWED BY. f T.H. Chapman, .E. #l2882 FORM 4 JP '7 Testing Engineers—San:Diego oE.\NDEDFHEHJ ® - 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (774) 225 9641 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File IA5049-1, Permit #79-1529 DATE November 26, 1979 JOB: Bullocks Department Store ADDREse: 2557 E1 Camino Real, Carlsbad, California OWNER- Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ RrG. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge & Thomas, Inc., - S.E. ❑ LIGHT-WT. CONCRETE X3: MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LABORATORY NUMBER C34-4059 tr.. „- MARK ON SPECIMEN Bullocks #73 A B C LOCATION IN STRUCTURE Grouted prisms BRAND OF CEMENT USYD - - RE:C BRAND AND TYPE OF ADMIXTURE ■■■ ii E ■ E/ E D 'SOURCE OF SAND SOURCE OF ROCK . • • • • N Q V 2 71979 MIX PROPORTIONS OR NUMBER 1 cement, 3 sand, 1 /4 lime f 7 SUPPLIER !CONCRETE) /� Job Mixed CITY OF / AR ^��D I-m- TRUCK No. a TICKET No. - V/ �uitding SLUMP OR KELLY BALL . . . . Department TEMPERATURE OF AIR 'F TEMPERATURE OF MIXTURE 'F SPECIMENS! MADE BY - . . . _ Testing Engineers -San Diego DATE MADE . . . . . November 15, 1979 DATE REcrawo - • Nov. 19, 1979 DATE TESTED - Nov. 223, 1979 AREA. SQUARE iNCHE.s 3.14 ULTIMATE LOAD. Lea. 11360 CRUSHING STRENGTH LOS. PER. SQ. IN. 3620 AGE TESTED. DAYS - 7 UNIT WEIGHT. LOS. PER. CU. FT. SPECIFIED STRENGTH . . . . 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry it(1) Carlsbad City Building Inspection Dept. TESTING ENGINEER-SAN DIEGO (1) Masonry Builders REVIEWED BY. THC:kh T.H. a man, R.E. #12882 . � FORM 4 JP 0 Testing Engineers —San Diego DF. NDFPENpENJ 3467Kurtz St.., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 ®asp 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5049-1, Permit #791529 DATA: November 21, 1979 Joe: Bullocks Department -Store , ADDRESS: 2557 El Camino Real, Carlsbad, California - OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard", AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge and Thomas", Inc. , S .E. ❑ LIGHT WT., CONCRETE MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LABORATORY NUMBER C34-4056 MARK ON SPECIMEN Bullocks' #70 A B C LOCATION IN STRUCTURE Wall, Line "A", 2nd floor, from 2 to 2 plus 12 at 3'-4" BRAND OF CEMENT USED - - BRAND AND TYPE 01F ADMIXTURE SOURCE OF SAND - - SOURCE OF ROCK . . MIX PROPORTIONS OR NUMBER - 1 Cement, 3 sand, 1 /4 lime SUPPLIER (CONCRETE) Job Mixed TRUCK No. 6& TICKET No. - - - SLUMP OR KELLY BALL - TEMPERATURE OF AIR *F TEMPERATURE OF MIXTURE 'F SPECIMENS MADE BY Te-sting Engineers -San Diego DATE MADE - November 14, 1979 DATE RECEIVED - - - Nov. . 19, 1979 DATE TESTED . . . Nov. 21, 1979 AREA, SQUARE INCHES . 3.14 ULTIMATE- LOAD. Lee . • . . • • 12140 CRUSHING STRENGTH LOS. PER. SQ. IN. 3870 AGE TESTED. DAYS - UNIT WEIGHT, LSS. PER. CU. FT. 7 SPECIFIED STRENGTH - - 2500 psi V nl/r% VAt REPORTED TO: C(f/O� `<'4'y CLIENT (1) C.L. Peck nbd G•- (1) Bullocks Department Stores, Attn: E. Jahns etc f frf��F" (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1)1., C.L. Peck, Attn: Ed Berry (1) City of Carlsbad Building Ins-pection Dept. TESTING ENGINE -SAN DIEGO (1) Masonry Builders. REVIEWED BY. THC•kh_ T.H; Chapman/,. R.E. #12882 -' a • FORM 16 JP Testing Engineers —San Diego D, µDEVEryQF� 3467Kurtz St., P.O. Box 80985, San.Diego, Ca. 92138 (714) 225 9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 r.. - 5049-1 --I tlurMAPV niC TF'ST PF:SULTS PAGE_ ONE JOB:' Bullocks Department Store MIx No. 34-215 PUMP SPEC. 28-DAY STIR. 2000 PSI ADDRESS: 2557 El Camino Real TYPE P-. I CEMENT 5.0 SCY SPEC. SLUMP 5 IN. Carlsbad, California POZZ. 300N and MBAE 10 AGG. SIZE �' ADMIX. .IN. STORED & CURED. NOT TESTED YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE LAB NO. DATE CAST LOCATION IN STRUCTURE ;" SLUMP 7-DAY 28•DAY TEST RESULTS11 MAILED C34 MO. DA. IN. AGE 3536 10/12 First floor slab, Line "G" 7z --- 3360 10-day 2480 10/26/79 at 5. Bullocks #45A-B-C. 60-day *Disc. ll/l/79 Made by TESD. 11/9/79 11/16/79 3603 10/18 Slab -on -grade, Line 7 be- -6 2160 3250 60-day :Disc. 11/21/79 tween "D" and "E". Bullocks #48 A-B-C. Made by TESD. 3638 10/19 Slab -on -grade, 1st floor, 6 2020 3270 60-day Disc. Line "B" from 4 to 5. Bullocks #50 A-B-C. Made by TESD. 3681 10/23 Slab -on -grade, 1st floor, 6 2410 3540 60-day 'Disc. Line "C" from 3 to 4. Bullocks #51 A-B-C. Made by TESD. 3682 10/24 Slab -on -grade, l.st floor, 52 2550 3750 60-day *Disc. Line I'D" from 2 to 3. Bullocks #52 A=B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA Steinbrugge-& Thomas, Inc., S.E. ''0 ) C.L. Peck, Attn: Ed Berry ,(1 Carlsbad City Building Inspection Dept. (1) Conrock THC : kh i V lot/ ,vo�� , OF 979 CA dine L L � TESTING ENGINE R SAN DIEGO REVIEWED T.H. Chapman R.E. #12882 FILE No. 5049-1 .JOB; ADDRESS YEAR: LAS NO. C344 2759 2760 r Testing Engineers —San ,Diego 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 SUMMARY OF COMPRESSION TEST RESULTS -0 , PAG FORM i6 JP Bullocks Department R Mix NO.-34-12OR- SPEC. 28-DAY STR. 3000 Psi E: ���j)I-II 2557 El Camino Real P CEMENT 5.5 SCY SPEC. SLUMP 5 IN. Carlsbad, California NQV6,9, ' ADMIX. - Pozz . 30ON AGG. SIZE '-IN. C17 '"' / Y O� C�, Ri D &CURED, NOT TESTED _ 1979 4 Buildin WTIMATE COMPRESSIVE MATE SLUMP 7-DAY 28•DAY STRENGTH, PSI OTHER TEST RESULTS GATE MAILED DATE CAST LOCATION IN STRUCTURE MO. DA. IN. AGE 8/15 Top third of precast panel 52 2510'` 3400 60-day Disc. 8/23/79 /14 8 /15 2761 1 8/16 2762 1 8/16 3008 1 9/5 3134 1 9./12 3261 1 9 /19 3602 1 10/15 IF3. Bullocks If17 A -B-C... Made by TESD. Bottom third of precast panel IP11. Bullocks #18 A-B-C. Made by TESD. Precast panel #15. Bullocks #19 A-B-C. Made by TESD. Precast panel YP21, south end, one third. Bullocks #20 A-B-C. Made by TESD. Footing under Panel #18. Bullocks #31 A-B-C. Made by TESD. Footing under Panel #4.. Bullocks #38 A-B-C. Made by TESD. Elevator pit slab, Line "H" at '5.1. Bullocks #43 A-B-C. Made by TESD. Base slab, west escalator pit. Bullocks #47 A-B"-C. Made by TESD. (1) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, A0(1) IA Steinbrugge & Thomas, Inc., S.E. C.L. Peck Contractor, Attn: Ed Berry Carlsbad City Building Inspection Dept. Conrock WLC:kh 5 4 1 2480 1 3250 160-day I *Disc. 22 1 2790 1 3840 1 60-day ( *Disc. 5 1 2790 1 3750 1 60-day I *Disc. 32 1 2550 1 3680 1 60-day I *Disc. 7 1 2250 1 3080 1 60-day I *Disc. 82 1 2050- 1 2900 1 60-day 1 3780 2 1 3360 1 4420 ! 60-day I *Disc. 7 9 9 /21-/79 9/28/79 10/4/ 9 10 /12 /79 10/1.8/79 10 /26 /79 11 /16 /79 11 /21 /79 TESTING ENGINEERS, SAN DIEGO REVIEWED BY William L. Cochrane, R.E. #24445 FORM I PAGE I JP Testing Engineers —San Diego p. NDED(rypFNf 1 0� p 3467Kurtz St., P.O. Box-80985, San Diego, Ca. 92138 (714) 225-9641 s,�:®W. - , e 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 Page 1 of 3 LABORATORY NUMBER SD34-4285 INSPECTION REPORT. FILE: #5049-1, Permit 1tM791529 JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real, Carlsbad, California DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE 11/5/79 REG. HRS. 8.0 O. T. H RS. REINSP. HRS. INSPECTOR John E. Hanssel DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE 11/6/79 REG. HRS. 5.5* O. T. HRS. REINSP. HRS. INSPECTOR DATENovember 16, 1979 INSPECTION OF General Inspection FABRICATOR OR ERECTOR: Hafer Steel and Masonry Builders CONTRACTOR: C. L. Peck Company SHOP- 'FIELD_XX_ PLANT Reinforcing•Steel': ASTM A-615, Grade 40 and 60 Concrete Mix: 34-122R (6.8 sks., 4000 psi) Masonry: ASTM.C-90 Gr N-1, Hi Stress 3750 psi Mortar: 1 part cement, 14 lime, 3 parts sand 2500 psi Reinforced Masonry: Observed the placement of approximately 2.0 cubic yards of.grout in wall on Line "A"from 3+26'-0" to 4+2 and from 4. plus 30 to 5 plus 6. Cast one set of'three samples of grout from wall on Line "A" from 5 to 5 plus 6 at elevation plus 12'-0", marked, Bullocks #63 A-B-C. This completes that portion of the exposed fluted concrete masonry unit wall at the entrance to the May Company Mall from the first level. Because of a temporary metal stud and a sheet rock privacy parti- tion erected by the May Company approximately 3" away from the exposed face of this wall, the striking of joints was accomplished without 100% vision of the joints. Inspection was also limited for the same reason. Reinforced Concrete: Inspected the placement of reinforcing steel on the 2nd floor, 8",structural slab at the south entrance. It was noted that the top main steel placed was sixty grade #4 bars at 9" o.c., instead of #5 bars at 14 " o.c. This was authorized by a change from the engineer's office on 10/24/79. Vertical wall dowels were not inspected. Reinforced Masonry: Observed the placement of concrete block masonry units in wall-s as follows: on 2nd floor on Line "A", from 6 to 9, on Line 9, from "All to "C" to elevation plus 8". Reinforced Concrete: Inspected the placement of reinforcing steel in 2nd floor locations as follows: 8" structural slab southwest corner vertical dowels, topping slab from 1 to 2 plus 2'-0" between "C" and "F"-; from 2 to 3 plus 26'-0" between "E"+26'-0 and "B" from 3 to 3+26'-0" between "G" and IIH:1. FORM 1 PAGE 2 JP LABORATORY NUMBER SD34-4285 JOB: BULLOCKS Page 2 of 3 DATE November 15, 1979 DATE 11/7/79 Reinfroced Masonry: Inspected the placement of vertical reinforcing steel REG. HRS. 8.0 in walls on 2nd floor, Line "A" from "A" from 6 to 9; Line 9 from "A" to O.T. HRS. REINsP.HRS. Reinforced Concrete: Observed the placement -of approximately 167.0 cubic. INSPECTOR yards of. concrete in 2nd floor location as follows: 8" structural slab 'southwest corner; topping slab from 1 to 2 plus 2'-0" between "C" and 'T"; from 2 to 3 plus 26'-0" between "E" plus 26'-0" and "G"; from 3 to 3 plus 26'-0" between "G" and "H". Cast two sets of three samples of DATE concrete as follows: -2nd floor structural slab'on Line 3 from "H" to "G" REG•HRS. marked, Bullocks #64 A-B-C, with a measured slump of 4%"; 2nd floor slab O. T. HRS. topping at "D plus -16' from 1 to 2, marked, Bullocks #65 A-B--C, measured REINSP. HRS. slump 5". Inspected -the placement of reinforcing steel in 2nd floor INSPECTOR topping slab including beam on Line-'W- from 1 to 4, from Line "A" to ITC" plus 6'-0" between 1 an&:2; from "A""to "E" plus 26'-0" between 2 p and 3 plus 26'-0111s, DATE REG. HRS. a O. T: HRS. - h. REINSP. HRS. •5N- INSPECTOR Reinforced Concrete: ObsexVed<the placm&pf of approximately 175.0 cubic yards of concrete in 2nd Coor° locationC_�,as follows: topping slab .from ; pp • g 11/8/79 DATE REG. HRS. 7.0^ Line "A" to "C" plus 26'-0" between l an .:2; from "A" to "E" plus 26'-0" 0.T.HRs. between 2 and 3 plus 26'-0". Cast two sets of three samples each from REINSP. HRS. locations as follows: On Line 1 plus 10'-0" from "B" to "C", marked, INSPECTOR Bullocks #66 A-B-C, measured slump 5-3/4"; On Line 4 • plus 16'-0" between "E"•and "F", marked, Bullocks #67 A-B-C, measured slump, 4-3/4". Inspected the placement of reinfol cing. stteel-in.F tQhe, ; 2nd floor topping slab in the following locations; from°"L zie 4' to°�6'',� be %seen "E" and "E­ DATE REG. HRS. plus 26"'• from 5 to 6 between "A" and "E"• from 4 to 5 between "A" and "C". P> > O.T.HRS. Reinforced Masonry: The rain from last night's storm made conditions too REINSP. HRS. wet to place masonry units. INSPECTOR y J . l r%- FTtix , Reinforced Concrete: -Observed the plat'664Af-oVappr6ximately 100.0 cubic DATE 9/9/79 REG.HRS. 8.0 yards of concrete in-2nd floor topping slab locations as follows: from O. T. HRS. Line 4 to 6 between "E" and "E+26'-0"• from 5 to 6 between "A" and "E"• � > > REINsP.HRS. from 4 to 5 between "A" and "C". A,block out approximately 6'x48' was INSPECTOR installed along Line "A" at the mall entrance. This is to be placed at a later date. • • FORM 1 PAGE 2 JP 0 Page 3 of 3 LABORATORY NUMBER SD34-4285 JOB: BULLOCKS DATE November 15, 1979 DATE 8. O REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. ,REINSP. HRS. INSPECTOR DATE R EG. H RS. O. T. HRS. REINSP. HRS, INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR Cast one set of three samples of concrete from slab topping between 4 and 5 at "B" Plus 16'-0", marked, Bullocks #68 A-B-C,-measured slump 6" Reinforced Masonry: Observed the placement of reinforcing steel and :.'o concrete masonry units in 2nd floor wall locations as follows: On Line "A", from 7 to 9; On line 9 from "A" to "C",all'.to elevation plus 4'-8". Cast one set of three samples of mortar from wall on Line "A", between 8 and 9 at elevation plus 2"-0", marked Bullocks #68 A-B-C. rq tZ .S OCl•C 0 a o Mzw-„ 3- Cb v v *Hours prorated with other work. t 4 �0" REPORTED To: (I-) C. L. Peck Contractor (1) Bullocks Dept, Stores, Attn; Mr. Jahns (1) Ladd, Kelsey, Woodard, AIA 1) Steinbrugge & Thomas, Inc., S,E. 1) C. L. Peck Contractor, Attn; Mr, Berry City of Carlsbad Bldg. Insp. Dept, TESTING/ E�NGiNEERS - SAN DIEGO REVIF-WED-/ / THC:mg T, A, Chapinarf ,' R.E. FORM I PAGE I JP 0 Testing Engineers —San Diego pdNOFVINpfHr O 3467Kurtz St., P. O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD34-4284 INSPECTION REPORT DATE November- 15, 1979 FILE: 1579-2, Permit #78-4013 I INSPECTION OF Reinforced Concrete JOB: Plaza Camino Real Shopping Center Expansion ADDRESS: 2555 El Camino Real, Carlsbad, California FABRICATOR OR ERECTOR:Olson Construction Co. CONTRACTOR: Olson Construction Co. SHOP - FIELD - XX� PLANT DATE Reinforcing Steel: ASTM A-615, Grade 40 and 60 REG. HRS. Concrete Mix: P301 (3000 psi 5.8 sks.) O. T. HRS: REINSP. HRS: INSPECTOR t DATE 11/6/79 Reinforced Concrete: Inspected the placement of reinforcing steel in REG. HRS. 2'.5* upper level floor in floor patching, space #260 near "F203",.in accor- O.T.HRS. dance with Winter -Shay drawings, dated 10/22/79. Observed the place- REINSP. HRS, ment of approximately one half cubic yard of concrete in this area. INSPECTOR Cast one set of three samples, med, May Co - Space 260 A-B-C, John E. Hanssel measured slump, 221I. DATE 4*1 REG. HRS. � 0, T. HRS. t919 REINSP. HRS. QF cJ7�+ j9 INSPECTOR '04I'0/ DATE REG. HRS. • O. T: H RS. REINSP. HRS. ' INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR *Hours prorated with other work. REPORTED TO: (1) Plaza Camino Real (1) Ronald T. Aday, Inc, (1) Winter --Shay Associates, S.E. (1) Olson Construction Company TESTING ENGINEERS- SAN D1EG0 ,(.r - City of Carlsbad REYIEWED�. THC•mg T. H. Chapman, .E. 112882 FORM IE Jr Testing Engineers --San Diego 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 ® 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO - Permit #791529 JOB: Bullocks Department Store Mix No. 34-122R PUMP SPEC. 28-DAY STR. 4000 Psi ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE C34 MO. . DA. LOCATION IN STRUCTURE TYPE PI -II CEMENT 6.8 SCY SPEC. SLUMP , 5 IN. ADMIX. POZ2. 30ON and MBAE AGG. SIZE 1 AN. * STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. I I I AGE 3982 11/8 2nd floor slab, Line 4 plus 4-3/4 3520 10 -0" between "Etl & "F". Bullocks #67 A-B-C. Made by TESD. 3988 11/9 2nd floor slab, Line 4,to 6 2970 5 on Line "B" plus 16' -011. 'Bullocks #68 A-B-C. Made by TESD NOV 191979 CITY -OF CAR LSg �uIldinB' pe A parfmant (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Ste inbrugge and Thomas,, Inc . , S.E. 1) C.L. Peck, Attn: Ed Berry �(T) Carlsbad City Building Inspection Department (1) Conrock THC : kh TESTING REVIEWED SAN DIEGO T.H: Chapman; R.E. #12882 11 /16 /79 • � FORM 16 J1' 0 Testing Engineers —San Diego HOEVFNpFN c 3467Kurtz St, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit 8 Vista California 92083 714 758-3730 FILE No, 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks Department Store Mix No. PR-400M GROUT SPEC. 28-DAY STIR. 4000 PSI ADDRESS: 2557 El Camino Real TYPE CEMENT 9•O SCY SPEC. SLUMP IN. Carlsbad, California ADMIX, AGG. SIZE- IN. * STORED & CURED. NOT TESTED YEAR: 19799 ULTIMATE COMPRESSIVE STRENGTH, PSI LAB NO. DATE OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST MAILED C34 MO. DA. IN. AGE RESULTS 3537 10/12 Roof planks on Line 6 from 72 --- 4120 10-day 2370 10/26/79 "D" to "E". Bullocks #46 60-day *Disc. ll/9/79 A-B-C. Made'by TESD. 11/16/79 3637 10/19 2nd floor, Line 3 between 9 1410 3180 11 8 11 and "C". Bullocks #49 A-B-C. Made by TESD. 3856 11/2 Roof plank on Line 5 from --- _ 1700 "A" to "B". Bullocks #61 A-B-C. Made by TESD. 9 eu �Wr C (1) C.L. Peck (1)- Bullocks Department Stores (1) Ladd, Kelsey., Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department THC : kh TESTING ENGIN RS, SAN DIEGO REVIEWED T..' Chapman, R.E. #12882 FORM 16 JP 0 Testing Engineers —San Diego °F.,N°FDEq°FNJ O 3467Kurtz St., P.O. Box 80985, -San Diego,. Ca. 92138 (714) 225-9641��.,rA° 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 �1F F: IJn 5049-1 fit iMMOPV AA' *r=CT PKSt II TS PAGE THREE JOB: Bullocks De artmen r `g p R�C E i �f ..M �O. 34-120R SPEC. 28-DAY STR. 3000 PSI ADDRESS: 2557 E1 Camino Real NOV 191979 TYPE I-IICEMENT 5.5 SCY SPEC. SLUMP 5 IN. Carlsbad, California CITY OF CARL B Pozz. 300N AGG. s1zE 1 IN. Building ,fitORED &CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI_ OTHER SLUMP 7-DAY 28•DAY TEST RESULTS DATE MAILED YEAR. 1979 LAB NO. DATE CAST LOCATION IN STRUCTURE C34 MO. DA. IN. AGE 2759 8/15 Top third of precast panel 52 2510 3400 60-day Disc. 8/23/79 #3. Bullocks #17 A-B-C. 9/14/79 Made by TESD. 9/21/79 9 /28 /79 2760 8/15 Bottom third of precast 5k 2480 3250 60-day -Disc. 10/4/79 panel #11. Bullocks #18 10/12/79 A-B-C. Made by TESD. 10/18/79 ./26 /7 10,/26/79 2761 8/16 Precast panel #15. Bullocks. 22 2790 3840 60-day *Disc. 19 #19 A-B-C. Made by TESD: 2762 8/16 Precast panel #21, south 5 2790 3750 60-day *Disc. end, one third. Bullocks #20 A-B-C. Made by TESD. 3008 9/5 Footing under Panel #18. 32 2550 3680 60-day Disc. Bullocks #31 A-B-C. Made by TESD. 3134 9/12 Footing under Panel #4. 7 2250 3080 60-day Disc. Bullocks #38 A-B-C. Made by TESD. 3261 9/19 Elevator pit.slab, Line '82 2050 2900 "H" at 5.1. Bullocks #43 A-B-C. Made by TESD.. 3602 10 /15 Base slab, west escalator 2 3360 4420 60-day ''Disc. pit. Bullocks #47 A-B-C. Made by TESD. (1) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. C.L. Peck Contractor, Attn: Ed Berry Carlsbad City Building Inspection Dept. (1) Conrock WLC:kh TESTING ENGINEERS, SAN DIEGO REVIEWED BY William L. Cochrane, R.E. #24445 Testing Engineers —San Diegogoo pE.ENDEDFNpfN` ,p 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225=9641 •�,,�� ��A - 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File YA5049-1_, Permit #79-1529 DATE September 28, 1979 JOB. . Bullocks Department Store October 153 19-79 ADDRESS: 2557 El Camino Real, Carlsbad, California November 16, 1979 owNER: Bullocks Department Stores ARCHITECT.- Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge & Thomas, Inc., S X • ❑ LIGHT-WT. CONCRETE MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LAVORATORY NUMBER C34-3265 MARK ON SPECIMEN Bullocks #42 A B C LOCATION IN STRUCTURE Southeast pier between Line 6.3 and 7 at 8' -011 Pf BRAND OF CEMENT USED BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND ���I/Y�PP NOVI SOURCE OF ROCK 919,7 9 MIX PROPORTIONS OR NUMBER 1 cement, 3 sand, 1 /4 lane Ty o�n OF SUPPLIER (CONCRETE) • . • • Job Mixed to L� Q Doi f �S49A TRUCK No. & TICKET NO. /��, /'i es SLUMP OR KELLY BALL �C�t tf�I�{ fir/ TEMPERATURE OF AIR - 'F 6 TEMPERATURE OF MIXTURE - 'F SPECIMENS MADE BY . • • • Testing Engineers -San Diego DATE MADE _ _ . . . . . September 17, 1979 DATE RECEIVED • • . - . . Sept. 24, 1979 DATE TESTED . • • • . . • Sept. 25, 1979 Oct. 15, 1979 Nov. 16, 1979 AREA, SQUARE INCHES _ 3.14 3.14 3.14 ULTIMATE• LoAD. Lee. 5340- 7200 8500 CRUSHING STRENGTH LBS. PER. 30. IN. 1700 2290 2710 • AGE TESTED. DAYS - 8 28 60 , UNIT WEIGHT. L65. PER. CU, FT. SPECIFIED STRENGTH 2500 psi REPORTED -TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. e?K(l) G.L. Peck, Attn: Ed Berry 41i",Carlsbad City Building Inspection Dept. (1) Masonry Builders TESTING ENGINEERS. SAN DIEGO REVIEWED BY. / ! THC:kh T.H. Chapman, R'.E. #12882 • i FORM 4 JP 0 Testing Engineers —San Diego NOEVF pFN 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 ry = 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 -REPORT OF COMPRESSION TESTS File IP5049-1, Permit #79-1529 MATE November 16, 1979 JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT: CONCRETE O CORE& ENGINEER: Steinbrugge & Thomas, Inc., S.E.. ❑ LIGHT M. CONCRETE X�JCMORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LA130RATORY NUMBER C34-3984 MARK ON SPECIMEN Bullocks #69 A B C LOCATION IN STRUCTURE 2nd floor, Line' "A" from 8 to 9 at 21-0" elevation BRAND OF CEMENT USED BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND . . . SOURCE OF ROCK . C/ �^ MIX PROPORTIONS OR NUMBER 1 cement, 3 sand, 1 /4 lime %p SUPPLIER (CONCRETE) Job Mixed Q0C_ 0 j '9,J �'I(r TRUCK No. 6 TICKET NO. - SLUMP OR KELLY BALL . ' TEMPERATURE OF AIR -F40 TEMPERATURE OF MIXTURE .1, SPECIMENS MADE BY,' Testing Engineers -San Diego DATE MADE . • . . . . . September 9, 1979 DATE RECEIVED - - Nov.. 13, 1979 DATE TESTED . . . • • . • Nov.. 16, 1979 AREA. SQUARE INCHES 3.14 ULTIMATE LOAD. Lea. 6750 CRUSHING STRENGTH LBS. PER. SQ. IN. 2150 AGE TESTED, DAYS - 7 UNIT WEIGHT. LBS. PER., CU. FT. SPECIFIED STRENGTH 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1)�C. L. Peck, Attn: Ed Berry (r1+) Carlsbad City Building Inspection Dept. (I) Masonry Builders TESTING ENGIN REVIEWED BY. SAN DIEGO THC:kh T.H: Chapman, I.E. #12882 iFORM J6 Jr Testing Engineers —San Diego NOEDFgpfN A 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #791529 JOB: Bullocks Department Store Mix No. 34-122R PUMP SPEC. 28.DAY STR. 4000 ,PSI ADDRESS: 2557 El -Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST LOCATION IN STRUCTURE (-34 MO. DA. TYPE- PI-IICEMENT 6.8 SCY SPEC. SLUMP 5 IN, ADMIX. POZZ. 30ON and MBAE AGG. SIZE 1 IN. *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. I I I AGE 38.51 11/1 2nd floor slab, Line 6 at 41, "G" plus 10`-0". Bullocks #56 A-B-C. Made by TESD. ! 3854 11A 2nd floor slab, Line 'IF" 5 i plus 10'-0" between 5 and 6. Bullocks #59 A-B-C. Made by TESD. 3857 11/2 2nd floor slab, Line "E" 4 from 6 to 7. Bullocks #62 A-B-C. Made by TESD. 3855 11/2 2nd floor slab, Line "A" 5 plus 16'-0" between 6 and 7. Bullocks #60 A-B-C. Made by TESD. 3979 11 /7 2nd floor slab, Line 3 from 4 2 "H" to "G". Bullocks #64 A-B-C. Made by TESD. 3980 11/7 2nd floor slab, Line I'D" 5 plus 16 from 1 to 2. Bullocks #65 A-B=C. Made by TESD, 3981 11/8 2nd floor slab, Line 1 plus 5-3/4 10' -0" between. "B" and "C" Bullocks #66 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores', Attn: E. Jahns (1) Ladd,..Kelsey, Woodard, AIA (1) Steinbrugge and Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry . 101( ) Carlsbad City Building Inspection Department 1) Conrock - THC : kh 3 700 3890 3540 3640 f .; 3360 2620 TESTING ENGINES REVIEWED BY„11"__,_,_,_.j DIEGO T.A. Chapman,/R.-E. #lZ882 11 /9 /79 11/16/79 1P� sy a FORM 16 jr Testing Engineers —San Diego OF.FNOFGFHGFN' L 3467Kurtz St., P.O. Box.80985, San Diego, Ca. 92138 (714) 225-9641 ' s° 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 1579j2 SUMMARY OF COMPRESSION TEST RESULTS PAGE THREE . Permit #78-4013 JOB: Plaza Camino Real Shopping Center Expansion ADDRESS: 2550 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. I DATE C34 CASO.DTA LOCATION IN STRUCTURE 1826 5/21 Upper level topping, Line 'W,' from 102.8 to 102.8 plus 10'-0". PCR #118 A-B-C. Made by TESD. 1827 5/22 Upper level topping, Line "E" plus 13'-6" and 201 plus 25' -7 ". PCR If119 A-B-C. Made by TESD. 1829 5/23 Upper level topping, Line "J" plus 14'-0" and 201 plus 27' -6". PCR #121 A-B-C. Made by TESD. 1832 5/24 Upper level topping, Line 105 plus 10' between "W" & "X". PCR #124 A-B-C. Made by TESD. 3991 11/5 Floor patching, upper level, Space 260, Line 'IF" at 203. PCR #260 A-B-C. Made by TESD. (1) Plaza Camino Real, Attn: J. Rockafellow (1) Ronald T. Aday, Inc. (1) Winter -Shay Associates, S.E. 1) Olson Construction Company )-''City of Carlsbad (1) Conrock THC:kh MIX No. P-301 L.W. SPEC. 28=DAY STR. 3000 PSI TYPE CEMENT 5'85 SCY SPEC. SLUMP IN. ADMIX. Pozz. 30ON and MBAE AGG. SIZE IN. • STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 28•DAY TEST I RESULTS MAILED IN. I I AGE 42 2510 3780 60�day I *Disc. 6/1/79 6 /22 /79 11 /15 /79 3 ( 2350 1 3780 1 60-day 1 1-rDi.sc. 3 1 2640 1 4070 1 60-day' *Disc. 2 1 3400 (, 4210 1 60-day I *Disc. 22 1 -- I I 9-dayl 2580 ITY OVx 6 .r9 LSBA l +ng DeP artmej, TESTING EN INEE SAN DIEGO REVIEWED �� T.H. ChapmaA. R.E. #12.882 0 FORM to Jp e Testing Engineers —San Diego DF.NDFVfN fN D V i 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641��' u5 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 . SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE - Permit #791529 JOB: Bullocks Department Store Mix No. 34-122R PUMP SPEC, 28-DAY STR., 4000 PSI ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1979 LAB ENO. C34 DATE O. DA. MO. LOCATION IN STRUCTURE 3851 11/1 2nd floor slab, Line 6 at "G" plus 10'-0". Bullocks 1f56 A-B-C. Made by TESD. 3854 11/1 2nd floor slab, Line 'IF" plus 10'-0" between 5 and 6. Bullocks Ii59 A-YB-C. Made by TESD. TYPE PI-IICEMENT 6.8 SCY SPEC. SLUMP - IN. ADMIX. POZZ. 30014 and MBAE AGG. SIZE 1 IN, ' STORED & CURED, NOT TESTED ULTIMATE_ COMPRESSIVE STRENGTH, PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. AGE 42 3700 11/9/79 5 2 [ 3890 3857 11/2 2nd floor slab., Line "E" 4 3540 from 6 to 7. Bullocks #62 A-B-C-. Made by TESD. 3855 11/2 2nd floor, slab, Line' "A" 5 3646 plus 16'-0" between 6 and 7. Bullocks #60 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge and Thomas,'Inc., S.E. 1) C.L. Peck, Attn: Ed Berry (1) Carlsbad City Building Inspection,Department (1) Conrock THC : kh REC 11P,y NOV 141979 CI OF e RLS D u"ilding Department TESTING ENGINEER,9. SAN DIEGO REVIEWED BY, J �( T. f t ; ( ;-- W "i Chapman, R.E. IP12882 • - FORM 10 JP' z Testing Engineers —San Diego p,.\NOEOENpFNr 3467Kurtz St., P.O. Box 80985,, San Diego, Ca. 92138 (714) 225=9641 v 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No, 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Joe: Bullocks Department Store ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 19799 LA9 NO. DATE CAST LOCATION IN STRUCTURE _ C34 MO. DA. 3537 10/12 Roof planks on Line 6 from I'D'' to "E". Bullocks #46 A-B-C. Made by TESD. Mix- No. PR-400M GROAT SPEC. 28-DAY STR. 4000 psi TYPE CEMENT 9.0 SCY SPEC. SLUMh - - IN. ADMIX. ' STORED & CURED. NOT TESTED ULTIMATE COMPRESSIV SLUMP 7-DAY 28•DAY IN. 72 1 --- 1 4120 3637 10/19 12nd floor, Line 3 between 9 "B" and "C". Bullocks #49 A-B-C. Made by TESD. 3856 11/2 Roof plank on Line 5 from --- "A" to 'IB". Bullocks #61 A-B-C. Made by TESD. (1) C.L-. Peck (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. Peck, Attn: Ed Berry (�Ir# Carlsbad;City Building Inspection Department THC :kh 1410 1700 AGG. SIZE IN. STRENGTH. PSI DATE MAILED OTHER TEST RESULTS AGE 10-day 2370 ' 10/2.6/79 60-day *Disc. 11/9/79 TESTING ENGIN F;S, SAN DIEGO REVIEWED ,Y(.,..----• / T. Chapman, R.E-. #12882 FORM 10 JP Testing Engineers —San Diego oE.\NOEDFryOf�l ' 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225=9641 d 4 0 1903 West Vista Way, Unit B, Vista, Califofnia 92083 (714) 758-3730 FILE ND. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks Department Store .ADDRESS: 2557 E1 Camino Real Carlsbad, California YEAR: 1979 LAB NO. I DATE CAST -LOCATION IN STRUCTURE C34 MO. DA. 3536 10/12 First floor slab, Line "C" at 5. Bullocks Yf45 A-B-C . Made by TESD. 3603 1 10/18 1 Slab -on -grade, Line 7 be- tween I'D" and "E". Bullocks #48 A-B-C. Made by TESD. 3638 10/19 Slab -on -grade, lst floor, Line "B" from 4 to 5. Bullocks #50 A-B-C. Made by TESD. 3681 10/23 Slab -on -grade, 1st floor, Line "C" from 3 to 4-. Bullocks #51 A-B-C. Made by TESD. 3682 10/24 Slab -on -grade,, 1st floor, Line "D" from 2 to 3. Bullocks #52 A-B-C. Made by TESD. (1) C. L. Peck (1) Bullocks Department Stores (1) Ladd, Melsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1)4e 'C.L. Peck, Attn: Ed Berry �qvfl) Carlsbad City Building Inspection Dept. (1)* Conrock THC-: kh Mix NO. - 34-215 PUMP SPEC. 28--DAY STR. 2000- PSI TYPE PI -II CEMENT 5 •0 SCY SPEC. SLUMP 5 IN. ADMIX. Pozz. 30ON and MBAE 10- AGG. SIZE 1 IN, • STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP I 7-DAY IN. 72 I --- 6 1 2160 6 I' 2020 6 ► 2410 52 1 2550 OTHER DATE 28-DAY TEST I RESULTS MAILED AGE 3360 10-day 1 2480 10/26/79 60-day Disc. 11/1/79 11 /9/79 TESTING ENGINE R SAN DIEGO REVIEWED- T.H! Chapmanj R.E. #12882 FORM A JP 0 Testing Engineers —San Diego QE.,NUEVEHGfN� of 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641,E may° 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5049-1, Permit-#791529 ros: Bullocks Department Store ADDREss: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ENGINEER: Steinbrugge and Thomas, Inc., S.E. CONTRACTOR: C.L.. Peck DATE November 91 1979 ❑ RiG. WT. CONCRETE ❑ CORES 0 LIGHT WT. CONCRETE X�X MORTAR ❑ GUNITE ❑ GROUT LABORATORY NUMBER C34-3853 MARK ON SPECIMEN Bullocks #58 A B C LOCATION IN STRUCTURE Wall, Line "A" from 3 plus 26'-0" to 4 plus 21-011 at 10'-0" elevation BRAND OF CEMENT USZO BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND . . SOURCE OF ROCK . MIX PROPORTIONS OR NUMBER - - 1 cement, 3 sand, 1 /4 lime SUPPLIER (CONCRETE) . . . . Job Mixed TRUCK NO. & TICKET No. SLUMP OR KELLY BALL TEMPERATURE OF AIR �F TEMPERATURE OF MIXTURE 'F SPECIMENS MADE BY Testing Engineers -San Diego DATE MADE . . . . . . - November 1, 1979 DATE RECEIVED NOv� 6, 1979 DATE TESTED . . . . . • • Nov. 83, 1979 AREA. SQUARE INCHES 3.14 ULTIMATE LOAD., Les. 6000 CRUSHING STRENGTH LBS. PER. SQ. IN. 1910 AGE TESTED. DAYS 7 UNIT WEIGHT, LBS. PER. Cu. FT. SPECIFIED STRENGTH - 2500 psi REPORTED TO: ' CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry (1`T'Carlsbad City Building Inspection Dept. (1) Masonry Builders TESTING ENGINEER, SAN DIEGO REVIEWED BY. I THC : kh T . H. Chapman, /I2. E. #128-82 jp F NDFVfNOf Testing Engineers —San Diego NM 4 J` o 3467Kurtz St., P.O. Box 80985, San Diego; Ca. 92138 (714) 225-9641 =" 1903 West Vista Way, Unit B, Vista,. California 92083 (71.4) 758-3730" REPORT OF COMPRESSION TESTS File #5049-1, Permit #791529 DwrE November 9, 1979 JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CORE$ ENGINEER. Stelnbrugge and Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE p MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE GROUT LABORATORY NUMBER C34-3852 MARK ON SPECIMEN Bullocks #57 A B C LOCATION IN STRUCTURE Wall, Line "A" from 4 plus 301-011 to 5 plus 6'-0" elevation at 7-4" elevation BRAND OF CEMENT USED . Colton, Type I -II BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND . . SQURCE OF ROCK . - MIX PROPORTIONS OR NUMBER 75% sand, 25% cement, 25% pea gravel SUPPLIER (CONCRETE) . . . . Job Mixed TRUCK NO. & TICKET NO. - - SLUMP OR KELLY BALL TEMPERATURE OF AIR �F TEMPERATURE OF MIXTURE 'F SPECIMENS MADE BY . . . • Testing Engineers -San Diego DATE MADE . . . - . • . November 1, 1979. DATE RECEIVED - - Nov. 6, 1979 , DATE TESTED • • . . • . Nov. 83, 1979 AREA, SQUARE INCHES . . - 9.77 ULTIMATE LOAD. Lee. 15300 CRUSHING STRENGTH LBS. PER. SC. IN. 1570 AGE TESTED. DAYS - 7 UNIT WEIGHT. LBS. PER. CU. FT. SPECIFIED STRENGTH 3250 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores,.Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1)' C.L. Peck, At tn: Ed Berry (1) Carlsbad City Building Inspection Dept. (1)- Masonry Builders TESTING ENGiNE7, - SAN DIEGO REVIEWED BY. THC •kh T.H: Chapman:p R.E. #12882 • FORM 4 -i..-•c ;; Testing Engineers —San Diego DF.,XDECFgDfNt s. 3467Kurtz St., P• O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 5� 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5049-1, Permit #791529 DATE November 931. 1979 JOB: Bullocks Department Store ADDRIsss: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge & Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE X�K MORTAR CONTRACTOR: C.L. Peck p GUNITE ❑ GROUT JP LARORATORY NUMBER C34-3848 MARK ON SPECIMEN Bullocks 153 A B C LOCATION IN STRUCTURE Line "A" from 3 plus 26!-0" to 4 at 1'-4" elevation BRAND OF CEMENT USZa . BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND SOURCE OF ROCK - . - - _MIX PROPORTIONS OR NUMBER 1 cement, 3 sand, 1/4 lime SUPPLIER (CONCRETE) - . . . Job Mixed TRUCK No. 6 TICKET No. - SLUMP OR KELLY BALL TEMPERATURE OF AIR . . �F TEMPERATURE OF MIXTURE 'F SPECIMENS MADE BY . . . . Testing Engineers -San Diego DATE MADE . . . _ . . . October 29, 1979 'DATE RECE11%ED Nov. 6, 1979 DATE TESTED • - - - - - NOV. 6, 1979 AREA. SQUARE INCHES . . . • 3.14 ULTIMATE LOAD. LBS. 3780 CRUSHING STRENGTH LBS.-PER. 50.-1N. 1200 AGE TESTED, DAYS 8 UNIT WEIGHT, L96. PER. Cu. FT, SPECIFIED STRENGTH 2500 psi REPORTED TO:, CLIENT (1) C. L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry E,jlj Carlsbad City Building Inspection Dept. (1) Masonry Builders TESTING EP REVIEWED BY. 'THC : kh T. H. • FORM 4 JP 'besting Engineers —San Diego DEENDEDErypfNj o� 3467Kurtz, St., P.O. Box 80985, San Diego, Ca..92138 (714) 225-9641 �a` 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5049-15, Permit YA791529 OAT! November 9, 1979 .1013: Bullocks Department Store - ADDRESS: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIAA ❑' RiG. WT. CONCRETE , ❑ CORES ENGINEER: Ste lnbrugge & Thomas, Inc... S.E. ❑ LIGHT WT. CONCRETE P MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE Y= GROUT LA©ORATORY NUMBER C34-3849 MARK ON SPECIMEN Bullocks #54 A B C LOCATION IN STRUCTURE. Wall, Line "A" from 4 plus 3.0'-0" to 5 plus 6'-0" at 3'-4" elevation BRAND OF CEMENT UscD .' - -Colton, Type I -II BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND - - SOURCE OF ROCK MIX PROPORTIONS OR NUMBER - 25% cement, 75% sand, 25% pea gravel SUPPLIER (CONCRETE) - - Job Mixed TRUCK No. & TICKET NO. - - SLUMP OR KELLY BALL - TEMPERATURE OF AIR *F TEMPERATURE OF MIXTURE 'F SPECIMENS MADE BY Testing Engineers -San Diego DATE MADE . . - . . . . October 31, 1979 DATE RECEIVED - Nov, 6, 1979 DATE TESTED • . . . . . . Nov. 73, 1979 AREA, SQUARE INCHES; 9.18 ULTIMATE LOAD. Lea. 16600 CRUSHING STRENGTH LBS. PER. SO. IN. 1810 AGE TESTED, DAYS - - 7 UNIT WEIGHT, LBS. PER. CU. FT. SPECIFIED STRENGTH 3250 psi REPORTED TO: CLIENT- (1) (1) cl ) (1) cl) (1). C.L.. Peck Bullocks Department Stores, Attn: E. Jahns Ladd, Kelsey, Woodard, AIA ' Steinbrugge & Thomas, Inc., S.E. C.,L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept.. TESTING Masonry Builders REVIEWED - SAN DIEGO THC:kh T,. H. Chapman% R.E. #12882 E • FORM I PAGE I JP 0 Testing Engineers —San Diego pE.ENOEiErypfN sp 3467Kurtz St., P.O. Box 80985, San Diego; Ca. 92138 (714) 225=9641 . d,,��.:� • 1903 West Vista Way, Unit 8, Vista, California 92083 ,(714) 758-3730 Page 1 of 3 LABORATORY NUMBER SD34-4197 INSPECTION REPORT FILE: #5049-1, Permit #791529 JOB: Bullocks Department Store 2557 El Camino Real ADDRESS: Carlsbad, California DATE November 9, 1979 INSPECTION OF Reinforced Concrete, Reinforced Masonry and General FABRICATOR OR ERECTOR: Reinforcing Steel Hafer; Masonry - Masonry Builders CONTRACTOR: C. L. Peck SHOP FIELD X PLANT DATE Reinforcing Steel: ASTM A-615, Grade 40 and 60 REG. HRS. Masonry: ASTM C-90 Gr N-1 Hi Stress 3750 psi . 0.T.HRs. Mortar Mix: 1 part cement, 4 lime, 3 parts sand, 2500 psi REINSP. HRS. Grout Mix: PR 400M, 4000 psi, 9 sacks INSPECTOR Reinforced Masonry. Observed the placement of concrete masonry units and DATE 10/29/79 REG. HRS. 8.0 reinforcing steel in wall location as follows: Line "A" from 3+2C to 4+2 0.T.HRS. to elevation +4'-0". Cast one set of 3 samples of mortar on Line "A" from REINSP. HRS. 3+2C' to-4 at elevation +1'-4" marked "BULLOCKS #53 A-B-C". INSPECTOR Reinforced Concrete. Inspected the placement of reinforcing steel in -locations John E. Hanssel as follows: 8" structural slab, second floor southeast portion bottom mat; column strip reinforcing on Line I'll" from 3 to 5.1; beam reinforcing steel DATE in elevator shaft opening on second floor at "H"-5.1. REG. HRS. Column strip reinforcing could not be placed continuous as shown in Detail O.-T. HRS. I5/1'S"-l0. Columns at "H"-32 4 and 5 interferred. Engineer authorized REINSP. HRS. cutting 2 #7 bars at columns adding 2 #7 splice bars 30 diameter each side INSPECTOR Of column. Noted this was accomplished. Reinforced Masonry. Observed the placement of concrete masonry units and DATE 10/30/79 REG. HRS. 8.0 reinforcing steel in wall location as follows: Line "A" from 4+30'-0" to 0.T.HRS. 5+6'-0" to elevation 44'-0". Received notice from Lab on mortar sample REINSP. HRS. #29. Did not make minimum strength in 60 days. Notified superintendent. INSPECTOR Reinforced Concrete. Inspected the placement of reinforcing steel in locations as follows: 8" structural slab second floor southeast portion top Mat; 4" topping slab steel from Line 3+24'-0" to 6 between "G " and "H"; from Line DATE 3+24'-0" to 7 between 'IF" and "G"; from 3+24'-0" to 7 between "E"+26'-0" and REG. HRS. 'IF". O.T.HRS. Shear Connectors. Inspected the placement of Nelson studs,'hammer tested REINsk HRS. approximately 25% and verified the correct number installed in the following INSPECTOR location: on second floor structural steel framing southwest portion south of Line "G". i � • FORM 1 PAGE 2 JP L Testing Engineers —San Diego ,J�EatlVEVEppFN 3467Kurtz St, P.O. Box 80985, San Diego, Ca. 92138 (714) 225-.9641 A 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 page 3 LABORATORY NUMBER SD34-4197 JOB: Bullocks Department Store DATE November 9, 1979 DATE 10/31/79 Reinforced Masonry. Observed the placement of approximately 2.0 cubic yards REG. HRS. 8.0 of grout in wall on Line "A" from 3+26'-0" to 4+2'-0" and from 4+30'-0" to .O.T.HRS. 5+6'-0" to elevation +4'-011. Cast one set of 3 samples of grout from wall on REINSP. HRS. Line "A" from 4+30'-0" to 5+6'-0" at elevation +3'-4".marked "BULLOCKS #54 INSPECTOR A-B-C". Observed the placement of concrete masonry units and reinforcing steel in wall on Line "A" from 3+26' -�0" to 4+2' -0" and from 4+30' -0-" to 5+6 `-0" to elevation +8'-0". Cast one set of 3 samples of mortar from wall on Line "A" from 3+26'-0" to 4+2'-0" at elevation +6 `-4" marked "BULLOCKS #55 A-B-C". DATE Reinforced Concrete. Ins-pected the placement of reinforcing steel in topping REG. HRS. slab from 7 to 8 between "E" and "F"; in closure beam along line "H" from 3 0.T.HRS. to 6; in closure beam on Line 8 from "E'I to "F"; in mechanical opening between REINSP. FIRS. "E" and 'IF" west of Line 8. All on second -floor. INSPECTOR Shear Connectors. Inspected the placement of Nelson studs, hammer tested approximately 25% and verified the correct number installed in roof framing on Lines "A", "B" and "C" from 1 to 4; on second floor structural steel DATE framing south of Line 'IF" and west of Line 2. REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE 11/1/79 Reinforced Masonry. Observed the placement of aprproximately 2.0 cubic yards REG. HRS. 8.0 of grout in wall on Line "A" from 3+26'-0" to 4+2 and from 4+30'-0" to 5+6'-0" O.T.HRS. to elevation +8'-0". Cast one set of 3 samples of grout from wall on Line REINSP. HRS. "A" from 4+30'-0" to 5+6'-0" at elevation +7'-4" marked "BULLOCKS #57 A-B-C". INSPECTOR Observed the placement of concrete block masonry units and reinforcing steel in the wall locations above and to elevation +13'-4" top of masonry. Cast one set of 3 samples of mortar from wall on Line "All from 3+26'-O" to DATE 4+2'-0" at elevation +10'-0" marked "BULLOCKS #58 A-B-C". REG. HRS. Reinforced Concrete. Observed the placement of approximately 208.0 cubic yards 0.T.HRS. of concrete mix 1f34-122R in second floor slab topping and 811 structural slab REINSP. HRS. in the following locations: from Line 3+26'-0" to 8 between "E" +26 and INSPECTOR "G"; from 7 to 8 between I'D" +26'-0" and "F". Cast two sets of 3 samples of concrete as follows: on Line 6 at "G" +1.0'-0" marked "BULLOCKS #56 A-B-C!I. measured -slump 42"; between 5 and 6 at "F"-10" marked "BULLOCKS #59 A-B-C". Measured slump 5211. Inspected the*placement of reinforcing steel in second DATE REG. HRS. floor slab topping from Line 6 to 7 between "A" and "E" +26'-0" from 7 to 8 0.T.HRS. REINSP. HRS. INSPECTOR between "A" and "D" +26'-0"; from 8-to 9 between "A" and I'CI'; in closure beam on Line "A" from 6 to 9, on Line 9-from "A" to I'C", on Line "C" from 8 to 9; on Line 9 from "A" to "C"• on Line "Cl� from 8 to 9•> on Line 8 from "Cu to "D" +26'-0"; in stair opening framing northeast -corner. v ,` • FORM 1 PAGE 2 JP 0 Testing Engineers —San Diegoo pF.,NDEiEHpfNr 34.67Kurtz St., P.O. Box"80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, ,Unit B, Vista, California 92083 (714) 758-373.0 Page 3 of 3 LABORATORY NUMBER SD34-4197 JOB: Bullocks Department Store DATE November 93, 1979 DATE 11/1/79 REG. HRS. Cont' d O. T. H RS. REINSP. HRS. INSPECTOR DATE 11/2/79 REG. HRS. " 6 .5* O. T. HRs. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR .DATE REG. HRS. O. T. H RS, REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS INSPECTOR Precast. Plank Grouting. Noted approximately 0.25 cubic yards of hand -mixed grout in precast plank joints between 5 and 6 from "A" to "D" on second floor. completes second floor grouting. placed This Reinforced Concrete. Observed the -placement of approximately 170.0 cubic yards of concrete in the following locations: second floor slab topping, from 6 to 7 between "A" and "E " +26'-0"; from 7 to 8 between "A" and "D" +26'-01% from 8 to 9 between "A" and "C"; in closure beam on Line "A" from 6 to 9; on Line 9 from "A" to "C"; on Line "C" from 8 to 9; on "Line 8 from "C" to "D" +26'-011; in stair opening framing northeast corner. Cast two sets of 3 samples_" of concrete as follows: on second floor slab topping between 6 and 7 on Line "A" +16'-011 marked "BULLOCKS #60 A-B-C ". Measured slump 5", on second floor slab topping Line "E " from 6 to 7, marked "BULLOCKS #62-A-B-C ". Measured slump 4" Precast Plank Grouting. Observed the placement of approximately 7.0 cubic yards of grout mix 1PPR-400M in roof plank joints from "A" to "B" `between 1 and 9; from "B" to "D" between 1 and 5; in penthouse roof from 1 to 2 between "D " and 'IF". Cast one set of 3 samples of grout mix #PR-400M from roof plank joint on Line 5 between "A" and "B", marked "BULLOCKS-r61.A-B-C". This completes all plank grouting. *Hours prorated with other work. REPORTED TO: (1) C. L. Peck Contractor (1) Bullocks Department Stores, Attn: Mr. E. Jahns (1) Ladd, Kelsey, Woodward, AIA, (1) Steinbrugge & Thomas, Inc., S.E. TESTING ENGINE - SAN DIEGO (1) C. L. Peck Contractor, Attn: Ed Berry REVIE City of Carlsbad Building Inspection el(Dept." THC•fh T: H. /Chapman, t.E. #12882 FORM 1 PAGE i JP Testing Engineers -San Diego DE.FNDFCErypfNJ 3467Kurtz St., P.O. Box 80985, San Diego; Ca. 92138 (714) 225-9641a ,?5 1903 West Vista Wa Unit B, Vista, California 92083 (714) 758-3730 Pag f 2 LABORATORY NUMBER SD34-4072 DATE October 26, 1979 FILE: #5049-1, Permit #79-1529 NOV5 1979 JOB: Bullocks Department Stor(CITY OF CARLSB, Building Department ADDRESS: 2557 El Camino Real, Carlsbad, California INSPECTION OF Reinforced Concrete and Reinforced Masonry FABRICATOR OR ERECTOR: Masonry Builders CONTRACTOR: C.L. Peck Contractor SHOP FIELD PLANT DATE Reinforcing Steel: ASTM 615, Grade 40 and 60 REG. HRS. Concrete Mix: 34-215,(5.2sks., 2000 psi) 0.T.HRS. Masonry: ASTM C-90 Gr N-1 Hi Stress PSI REINSP. HRS. - INSPECTOR Reinforced Concrete: Inspected the placement of reinforcing steel in DATE 10/22/7g slab -on -grade in first floor in the following locations:. from Line,3 REG. HRS. 8.0 to 4 between "A" and "F"; Line 1 to 2 between "A" and "F". A block O. T. HRS. out area was omitted along Line 1 from "B" to ITC" to allow for place- REINSP.HRS. ment of wall footing in that location at a future date. This blackout INSPECTOR is not shown but provisions of Detail 5-B/S-1, control joint, were John Hanssel followed. Inspected the placement of reinforcing steel inc,concrete beams framing into circular planters and planter bases at south east _. DATE corner of building,, 2nd floor entrance, REG.HRS. Reinforced Masonry: Inspected the placement of reinforcing steel in 0.T.HRS. masonry area north of beam on Line "A" from 1 to 4 and 5 to 9, 2nd REINSP. HRS. floor, per Detail 3/S-6 INSPECTOR DATE 10/23/79 Reinforced Concrete: Observed the placement of approximately 150.0 cubic yards of concrete in the following locations; slab -on -grade, REG. HRs.. 5.0" lst floor from Line 3 to 4 between "A" and "F"; from 1 to 2 between 0.T.HRS. 'WA and 1tF". Cast one set of samples from slab -on -grade on .Line "C" REINSP. HRS. from 3 to 4 marked, Bullocks #51 A-B-C, with a measured slump of 6". INSPECTOR DATE 10/24/79 Reinforced Concrete: Inspected the placement of reinforcing steel in. REG. HRS. 6.w, slab -on -grade, lst floor from "All to F between 2 and 3. Observed the placement of approximately 75.0 cubic yards of concrete Mix 34-215 in RENSPRHRS, this location and in approximately 85% of the column blockouts in the lst floor. Cast one set of samples of concrete from slab -on -grade on INSPECTOR Line "D", from 2 to 3 marked, Bullocks #52 A-B-C with a measured slump of 5,1-11 l � � FORM t PAGE 2 JP 0 Testing Engineers -San Diego.,.°E°f�� 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 © 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 Page f 2 LABORATORY NUMBER SD34-4072 JOB: Bullocks Department Store DATE October 26, 1979 DATE 10/24179 REG. HRS.cont' . O. T. H RS. REINSP. HRS. INSPECTOR DATE 10/25/79 REG. HRS-8. 0 O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE 10/26/79 REG, HRS.8.0. O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR Except for approximately 15% of column blockouts and floor blockout along Line 1 from "B" to "C", the lst floor slab -on -grade is comple ted. Met with Mr. Bloom from the Structural Engineer's office. A change in size of the main reinforcing was made for all 8" structural slabs from #4's at 14" o.c, to ii5's at 141' o.c. per schedule 3/S-10.< Sixty grade A 's at 9" o.c. were approved as an alternate. Reinforcing Conctete: Inspected the placement of reinforcing steel in concrete beams framing into circular planters and planter bases at south- west corner of building. Inspected the placement of reinforcing steel grade beam in southeast corner of building, 2nd floor from "F " to "F.3" to ttGtt. Shear Connectors: Inspected the placement of Nelson Studs, hammer tes- ted approximately 25% and verified the correct number installed in the following locations; on all structural steel framing in the 8" structu- ral slab area 2nd floor southeast portion. Including studs on beam webs per Detail 6-S/10 which were not furnished with structural steel. Reinforced Concrete: Inspected the placement of reinforcing steel in beam haunches on all beam in southeast portion supporting 8" structural slab; planter wall steel in planters, southeast entrance; and curb steel in this location; noted the placement of 2 #5 bars continuous in bottom of all haunches in this location instead of 2 #4 bars as specified. Precast Plank Grouting: Received notification from testing lab that sample of grout cast on 10/19/79 tested at 7 days did not achieve mini- mum strength. Notified superintendent. Shear Connectors: Inspected the placement of Nelson Studs hammer tested approximately 25 and verified the correct number installed in the follow- ing locations; on 2nd floor structural steel framing on Line "A" from 1 to 5; on Lines "B" and "C", from I to 4. ;On 3rd floor structural steel framing, Lines "E" and "D" from 1 to 2. *Hours prorated with other work. REPORTED To: (1) G.L. Peck Contractor (1) Bullocks Dept. Stores, Attn* Mr. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. TESTING ENGINEERS - SAN DEGO (1) C.L. Peck Contractor, Attn: Mr. Berry (l City of Carlsbad Bldg. Insp. Dept.REVIEWED BY. {" ) , ( y �i'LC mg William L.Cochrane, R.E. 2 5 • FORM 4 0 Testing Engineers —San Diego OF.\NDFPFNpfN 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 9213-8 (714) 225-9641 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS - JP File #5049-1, Permit #791529 DATE September 12., 1979 JOB: Bullocks Department Store October 33, 1979 ADDRESS: 2557 El Camino Real, Carlsbad, California November 93, 1979 OwNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, 'AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINtER: Stelnbrugge & Thomas, Inc . , S.E. ❑ LIGHT WT. CONCRETE X)P� MORTAR CONTRACTOR: G.L. Peck ❑ GUNITE ❑ GROUT LABORATORY NUMBER C34-3009 MARK ON SPECIMEN Bullocks #32 A B C LOCATION IN STRUCTURE Wall, Line IIA" between 6 and 7, 0'.-8" elevation BRAND'OF CEMENT. USED Colton, Type I -II BRAND AND TYPE OF ADMIXTURE Flintkote Lime, Type • IISII SOURCE OF SAND . SOURCE OF ROCK - MIX PROPORTIONS -OR NUMIIttt- - 1 cement, 3 sand, 1/4 lime SUPPLIER (CONCRETE) - Job Mixed TRUCK NO. 6 TICKET NO. - - SLUMP OR KELLY BALL - - - TEMPERATURE OF AIR . OF TEMPERATURE OF MIXTURE 'F SPriCIMENS -MADE BY Testing Engineers -San Diego DATE MADE . • . . . . . September 5, 1979 DATE RECE)vED - Sept. 6, 1979 DATE TESTED . . . • • . . Sept. 12, 1979 October 32 1979 Nov. 5, 1979 AREA. SQUARE INCH" 3.14 3.14 3.14 ULTIMATE- LOAD. LESS. 5640 7300 9020 CRUSHING STRENGTH LBS. PER. SO. IN. 1800 2320 2870 AGE TESTED. DAYS . 7 28 60 UNIT WEIGHT, LBS. PER. CU. FT. - SPECIFIED STRENGTH . 2500 psi_ REPORTED TO: CLIENT (1). C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc.,- S.E. (1) C.L. Peck, Attn: Ed Berry 6 4(T) Carlsbad City Building Inspection Dept. (1) Masonry Builders T HC : kh TESTING ENGIVSAN REVIEWED BY. T. H. hapman, • FORM 4 JP Testing Engineers —San Diego DEVEq FM D ' 1 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File- #5049-1, Permit #791529 DATE September 7, 1979 JOB: Bullocks Department Store September 28, 1979 AD4Pttss: 2557 El Camino Real, Carlsbad,.California November 1, 1979 OWNER: • Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ RtG. WT. CONCRETE ❑ CORES ENGINEER: Ste inbrugge & 'Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE' MORTAR CONTRACTOR: C.L Peck ❑ GUNITE ❑ GROUT LABORATORY NUMBER C34-2991 MARK ON SPECIMEN Bullocks #29 A B C LOCATION IN STRUCTURIf Wall on Line "A" from 3 to 4 at 0' =8" elevation BRAND OF CEMENT USID . . . BRAND AND TYPE OF ADMIXTURE N OV �D NOV SOURCE OF SAND - C/ry 1919 wp SOURCE OF ROCK . • . . . 'MIX PROPORTIONS OR NUMBER p I cement, 1 /4 lime, 3 8U//d%ng ���T4sR 'SUPPLIER (CONCRETE) . . said" Job Mixed ep Vq �•,l TRUCK NO. & TICKET NO. - - - e�t SLUMP OR KELLY BALL - - TEMPERATURE OF AIR - - `F TEMPERATURE OF MIXTURE `F .SPECIMENS MADE BY Testing Engineers -San Diego DATE MADE • . . . . August, 31, 1979 DATE RECEIVED • . . . . . . Sept. 4, 1979 DATE TESTED • . . . . . . Sept. 7, 1979 Sept. 28, 1979 Oc-t. 30, 1979 ARRA. SQUARE INCHES 3.14 3.14 3.14 ULTIMATE LOAD. Lsc. - - 4060 5980 6000 CRUSHING STRENGTH LBS. PER. SO. IN. 1290 1900 1910 AGE TESTED. DAYS 7 28 60 UNIT WEIGHT. LBS. PCR. CU. FT. SPECIFIED STRENGTH - 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 41(l.)— C.L. Peck, Attn: Ed Berry �1) Carlsbad City Building Inspection Dept. (l) Masonry Builders TESTING ENGINEER - AN DIEGO REVIEWED BY. THC:kh T.H. Chapman,A.E. #12882 • . FORM 16 J► 0 Testing Engineers —San Diego DE.\NDEOfgpFN . 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real Carlsbad,, California YEAR: 1979 LAB NO. DATE C34 CAST j MO. DA, 3536 10/12 3603 10/18 3638 10/19 LOCATION IN STRUCTURE First floor slab, Line 11G11 at 5. Bullocks IP45 A-B-C . Made by TESD. Slab -on -grade, Line 7 be- tween I'D11 and "Et1. Bullocks #48 A-B-C. Made by TESD. Slab -on -grade, lst floor, Line "B11 from 4 to 5. Bullocks YA50 A-B-C. Made by TESD. 3681 10/23 -Slab-on-grade, 1st floor, Line "C" from 3 to 4. Bullocks #51 A-B-C. Made by TESD.. 3682 10/24 Slab -on -grade, 1st floor, Line "D" from 2 to 3. Bullocks #52 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry 1')r Carlsbad City Building Inspection Dept. (1) Conrock THC:kh MIX No. 34-215 PUMP SPEC.- 28-DAY STR. 2000 PSI TYPE PI -II CEMENT 5.0 SCY SPEC. SLUMP 5. IN. ADMIX. POZZ. 30ON and M&&E 10 AGG. SIZE 1 IN. ' STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE'STRE_NGTH. PSI OTHER DATE SLUMP . 7-DAY 28-DAY TEST RESULTS MAILED IN. AGE 72 --- 10-day 2480, 10/26/79 11/1/79 6 I 21-60 6 I 2020 6 1 2410 5 2 ( 2550 0V2 1 Tg 17Y F ca LSB� Quit ing Depi rtment TESTING ENGINE R , SAN DIEGO REVIEWED T.H. Chapman -R.E.'#12882 FORM I PAGE I JP 0 Testing Engineers —San Diego aF.FNOFVE QEN' o 3467KuCtz St., P.O. Box.80985; San Diego, Ca. 92138 (714) 225-9641 a � A 0 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730�,� Page 1 of 2 LABORATORY NUMBER SD34-3981 R �IeEETVSf)T DATE October 26, 1979 FILE: #5049-1, Permit- #791529 OCTC 3 3 Y► 01979 �+ INSPECTION OF Reinforced Concrete JOB: Bullocks Department Store c n FABRICATOR OR ERECTOR: Hafer Steel (`;, � O c t�n©LrtmJen.tl'E CONTRACTOR: C. L. Peck Contractor 2557 El Camino Real Building ^ Depfal ADDRESS: Carlsbad, California SHOP FIELD X PLANT DATE Reinforcing Steel: ASTM A-615, Grade 40 and 60 REG. HRs. Concrete Mix: 34-120 (5.5 sacks, 3000 psi) 0.T.HRS. 34-215- (5,-2, sacks, 2000,.psi) REINSP. HRS. Grout Mix: PR-400M (9 sacks-, ' 4000 psi) INSPECTOR DATE 10/15/79 REG. HRS. 5.5 O. T. H RS. REINSP. HRS. INSPECTOR John E. Hanssel DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE 10/18/79 REG. HRS. 8.,0 O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR Reinforced Concrete: Observed the placement of approximately 40 cubic yards of concrete mix #34-120 in locations as follows: freight elevator pit base slab and walls at "D'I-1; two escalator pit base slabs and walls on Line IVI from 4' to 5. Cast one set of 3 samples from base slab of west escalator pit marked "Bullocks #47A-B-C". Measured slump 2". Shear Connectors: Verified the number of studs placed and hammer tested approximately 25% of studs placed in locations listed in report of October 121 1979. Reinforced Concrete: Inspected the placement of reinforcing steel in slab on grade first floor in the following locations: from Line 7 to 9 between "A" and 'IC'I; from 7 to 8 between "CI' and 'IF"; from 5 to 6 between "A" and 'IF".'' Observed the placement of approximately 186 cubic yards of concrete mix #34-215 in the above slab on grade locations. Cast one set of 3 samples of concrete from slab on Line 7 between ID" and "E" marked: "Bullocks #48-A-B-C". Measured slump 6". - Shear Connectors: Inspected the placement of Nelson studs, hammer tested approximately 25%,and verified the number placed in the following -locations: Pent house roof framing from "E" to 'IF" between 5 and 8; from "E" to IIGI' 'between 2 and 7; from "G'I to "H" between 3 and 6; on the second floor and roof framing on Line "F" from 2 to 5; Line "0" from 2 to 6; from "GII to "H" between 3 and 6. FORM i JP Page 2 of 2 LABORATORY NUMBER SD34-3981 JOB: Bullocks Department Store DATE October 26, 1979 DATE 10/19/79 REG. HRS. 8.0 O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG: HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR Reinforced Concrete: Inspected the placement of reinforcing steel -in slab on slab on grade first floor in -the following locations: between 4 and 5 from "A" to "F"; from 6 to 7 between "A" and 'IF". Observed the placement of approximately 156 cubic yards of concrete mix #34-215'in the above slab on grade locations; Cast one set.of 3 samples of concrete from slab on grade on Line "B" from 4 to 5 marked "Bullocks #50 A-B-C ". Measured slump 6". Observed the placement of approximately 4 cubic yards of concrete mix #34-215 in the exterior perimeter of building on the east, south and west side, behind pre- cast wall panels at, top of footing. These walls are now ready for waterproof- ing. Shear Connectors: Inspected the placement of Nelson studs, hammer tested approximately 25% and verified the number placed in locations as follows: second floor framing on Line "C" from 1 to 5; on Line 'ID" from 1 to 4. Precast Plank Grouting: Observed the placement of approximately 14 cubic yards of grout mix *PR-400M in all grout spaces between planks on the second floor. Cut one set of 3 samples of grout.on Line 3 between "B" and "C" marked."Bullocks.#49 A-B-C. Measured slump 9-". *Hours prorated with other work. REPORTED TO: (1) C. L. Peck Contractor (1) Bullocks Department Stores, Attn: Mr. E. (1) Ladd, Kelsey, Woodard, AIA (1) Steiribrugge & Thomas, Inc., S.E. (1),..C. L.. Peck Contractor, Attn: Ed Berry (41!) City of Carlsbad'Building Inspection Dept. WLC : fh Jahns TESTING ENGINEERS - SAN DIEGO REVIEWED BY. Wi L'am L. Cochrane, R:E. #24445 • FORM 16 Jr Testing Engineers —'San Diego pF., pEVFNpfNr 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225=9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 - SUMMARY OF COMPRESSION TEST RESULTS PAGE THREE JOB: Bullocks Department Store MIX No. 34-120R SPEC. 28-DAY STR.- 300-0 Psi E C E 1 V ED ADDRESS. 2557 El Camino ReaR I -II CEMENT 5.5 SCY SPEC. SLUMP 5 IN. Carlsbad, California O CT 2 91979 ADMIX. POZZ . 30ON AGG. SIZE '-IN, YEAR: 1979 � CITY l OF CARL R D &CURED. NOT TESTED ' LTIMATE COMPRESSIVE STRENGTH, PSI OTHER SLUMP 7-DAY' 28-DAY TEST RESULTS DATE MAILED LAB NO. DATE CAST Suildiflij 1611UP4111,10VIII, LOCATION IN STRUCTURE C34 MO. -DA. IN. AGE 275.9 8/15 Top third of precast panel 52 2510 3400 60-day Disc. 8/23/79 0. Bullocks #17 A-B-C. 9/14/79 - Made by TESD. 9/21/79 9/28/.79 2760 8/15 Bottom third of precast 514 2480 3250 60-day Disc. 10/4/79 panel #11. Bullocks #18 10/12/79 -A-B-C. Made by TESD. 10/18/79 10:/26 /79 2761 8/16 Precast panel #15. Bullocks 22 2790 3840- 60-day Disc. #19 A-B-C. Made by TESD. 2762 8/16 Precast panel #21, south 5 2790. 3750 60-day *Disc. end, one third. Bullocks 420 A-B-C.. Made by TESD. 3008 9/5 Footing under Panel #18. 32 2550 3680 60-day *Disc. Bullocks #31 A-B-C. Made by TESD. 3134 9/12 Footing under Panel A. 7 2250 3080 60 -day *Disc. Bullocks #38 A-B-C. Made by TESD. 3261 9/19 Elevator pit slab, Line 82 2050 2900 "H" at 5.1. Bullocks #43 A-B-C. Made by TESD. 3602 10 /15 Base slab, west escalator 2 3360 pit. Bullocks #47 A-B-C. Made by TESD. •(1) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E.. 9,e C.L. Peck Contractor, Attn: Ed Berry -(1) Carlsbad City Building Inspection Dept. (1) Conrock WLC:kh TESTING ENGINEERS, SAN DIEGO REVIEWED BY William L. Cochrane, R.E. #24445 - • � FORM 10 JP 0 Testing Engineers -San Diego �.,NOEPEyQFN' 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641,�.® rN. 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks Department Store Mix No. 34-215 PUMP SPEC. 28-DAY STR. 2000 _ Pst ADDRESS: 2557 El Camino Real TYPE Pi-IICEMENT 5.0 SCY SPEC. SLUMP 5 IN. Carlsbad, California • ADMIX. Pozz. 300N and _MBAE IO AGG. SIZE � IN. * STORED & CURED. NOT TESTED YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE LAB NO. DATE MAILED CAST LOCATION IN STRUCTURE SLUMP 7-DAY. 28-DAY TEST RESULTS C34 MO. D"A. IN. AGE 3536 10/I2 First floor slab, Line "G " 7Z --- 10-day 2480 10/26/79 at 5. Bullocks IP45 A-B-C . Made by TESD. 3603 10/18 Slab -on -grade, Linb 7 be- tween I'D" and "E". Bullocks #48 A-B-C. Made by TESD. 3638 10/19 Slab -on -grade, Ist floor, Line. "B" from 4 to 5. Bullocks #50 A-B-C. -Made by TESD. (1) C:L. Peck - (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry (1-)' Carlsbad City Building T.nspection Dept. O Conrock THUG': kh 6 2160 6 2020 TESTING ENGINES- SAN DIEGO REVIEWED T.H. Chapman R.E. #12882 FORM 10 JP Testing Engineers -San Diego DF.NDEDENDEN 3467Kurtz St., P.O. Box.80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way,, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION- TEST. RESULTS PAGE ONE JOB: Bullocks Department Store ADDRESS 2557 El Camino Real Carlsbad, California YEAR: 19799 LAB NO. DATE CAST I C34 MO. DA. LOCATION IN STRUCTURE 3537 10/12 Roof planks on Line 6 from IID" to "E". Bullocks #46 A-B-C. Made by TESD. 3637 1 10/19 1 2nd floor, Line 3 between "B" and "C". Bullocks 1A49 A-B-C. Made by TESD. Mix No. PR-400M GROUT SPEC 28-DAY STR. 4000 psi TYPE CEMENT 9. 0 SCY SPEC. SLUMP IN. ADMIX. AGG. SIZE IN. * STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST MAILED RESULTS IN. I I AGE (1) C.L. Peck (1). Bullocks Department Stores (1) Ladd, Kelsey, Woodard,.AIA (1) Steinbrugge & Thomas, Inc., S.E. (I),_ C.L. Peck, Attn: Ed Berry oj(zS Carlsbad.City Building Inspection Department THC : kh 7 2. 1 --- 9 1 ' 1410 10-day 1 2370 j 10/26 /79 TESTING ENGIN S. SAN DIEGO REVIEWED ,y...-.- . ---. T. Chapman, R.E. #12882 FORM f PAGE I JP �] Testing Engineers —San Diego 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 ,1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER 034-3737 R EADV VE50 DATE October 12, 1979 FILE: 5049-15, Permit #791529 OCT 2 91979 General Inspection cos: Bullocks Department Store CITY OF CARLSg ,CfAHRICATOR OR ERECTOR: Riverside Steel Building Building Department . CONTRACTOR: C.L. Peck ADDRESS: 2557 El Camino ' Real, Carlsbad, California I SHOP FIELD X PLANr DATE I Structural Steel: ASTM A36. REG. HRs. Bolts: ASTM A325 (high -strength). o. T. HRs. Certified Welder: R. McNally #1503 a REINSP. HRS. INSPECTOR Structural Steel Assembly: Observed placement of steel framing in 2nd floor DATE 10/l/79 REG.HRS. 6.0^ and roof from Line 2 to 5 between "E" and "F". Noted repairs were started 0.T.HRS. on Item #12 at column bases "B-6" and "B-6". Jacking beams with stiffener REINSP. HRS. .members were welded to column flanges approximately 18" above the base plate. INSPECTOR Observed placement of bolts in above locations. Gage tested approximately J.E. Hanssel 10% for tightness; found two connections unsatisfactory. After replacement of.chuck in impact wrench,.the bolts complied with specifications. DATE Precast Concrete: Witnessed placement of planks on roof from Line 2 to 3.5 REG, HRS, between 'IF" and 110. and on 2nd floor and roof from Line 3 to 5 between "E" O. T. HRS. and 'IF" . REINSP. HRS. INSPECTOR Structural Steel Assembly: Observed placement of steel framing in 2nd floor, DATE 10/2/79 REG. HRS. 8.0 roof and penthouse from Line-4 to 5 between "C" and "E". Witnessed repair 0.T.HRS. of Item #12 - columns were jacked into position, damaged anchor bolts were REINSP. HRS. cut off, concrete footing was removed approximately 3" around anchor bolts, INSPECTOR new bolts were -welded to old with full penetration weld using 2"x2"xl/8" angle, 2" long for backing. Steel shims.were installed and base plates were dry packed. Noted mis-fabrication of two 2nd floor support beams, W36xl5O,. from Line "C":to "D" between 4 and 5. Holes for east/west W36xl5-0 were DATE REG.HRS. mis-located by 1'-0". Also noted that connecting angles on four beams 0.T.HRs. framing into this beam were not correct. Noted light gauge form metal welded REINSP. HRS. to top of WlOx22 at Line "D-4.8" was reversed, and that on penthouse roof connection at "E-4" plus 23'-0", no connection holes were proveded in east/ INSPECTOR west member. Entered above items on punch list as #13 through #16. • FORM I- JP Testing Engineers -San Diego DF.,XDECFgpFN . 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 PAGE- 2 OF 3 LABORATORY NUMBER SD34-3737 JOB: Bullocks Department Store DATE October 12, 1979 DATE 10/2/79 Witnessed partial placement of high -strength bolts in above areas. Gage _ REG. 'HRS. (coat.) tested approximately 10% of the bolts for tightness. 0.T.HRS. Precast Concrete: Witnessed placement of planks on 2nd floor from Line "E" to 'REINSP. HRS. "F' between 1.5 and 3. INSPECTOR Structural Steel Assembly: Witnessed repair of Item #13 - new holes were DATE 10/3/79 reamed. at correct -location and high strength bolts were installed. Inspected REG. !-IRS. 3X* repair of Item IP15 - light gauge metal was removed and welded in correct O. T. HRS. location with 1/8" fillet weld. Observed steel framing in roof on Line "E" .REINSP. HRS. from 1 to 2, and on Line 2 from "E" to "F". Witnessed high -strength bolting INSPECTOR at the above framing areas and gage tested approximately 10% of the bolts for tightness. Precast Concrete: Witnessed placement of planks on 2nd floor from Line 1 DATE to 1.5 between "E" and "F", and on 3rd floor from Line 1 to 2 between '"E" REG. HRS. and "F". Witnessed replacement of roof planks which were removed to facilitate HRs. re -pair of Item #12 from Line 6 to 7 between "A" and "C", 2nd floor from Line REIlNNSP. HRS. R 5 to 6 between "B" and "C I, and roof from Line 1 to 2 between "E" and "Fll. INSPECTOR Noted that roof plank which is located at Line "E" at 4.8.was field cut to fit around structural steel. A section was removed approximately 16"x64" from southwest corner. A tendon was cut and one was exposed approximately DATE 60". Notified superintendent. REG. HRS. O. T. HRs. REINSP. HRS. INSPECTOR Structural Steel Assembly: Observed placement of steel.framing at the DATE 10/4/79 following locations: Line "D" from 1 to 4 on 2nd floor -and roof; Line "A" REG. HRS. 8.0 from 1 to 5 on 2nd floor and roof; Line 1 from "A" to "B" on 2nd floor and 0.T.HRS. roof; and Line "B" from 3 to 5 on 2nd floor. Noted the connection holes REINSP. HRS. were missing from 3rd floor framing beam at Line "'D" at 1 plus 12'-0". INSPECTOR Entered_ on punch list as Item #17. Observed placement of high -strength bolts on 2nd floor and roof framing on Line "D"from 1 to 4, and on 2nd floor from Line 4 to 5 between "D" and "E"'. Gage tested approximately 10% of the bolts DATE for tightness. Witnessed placement of Nelson studs in 2nd floor framing on REG. HRS. Line "F" from 3 to 6, Line "G" from 3 to 6, Line 4 from "G" to "H", and Line 0.T. HRs. 5 from "`G"' to '"H'". Hammer tested approximately 25% of studs. REINsP.HRS. Precast Concrete: Observed placement of planks on the 2nd floor from Line 1 INSPECTOR to 4.8 between "D"' and "Ell. -11 FORM t JP Testing Engineers —San Diego Ot.,NDFVF QFN 34.67KurtzSt., P.O. Box80985, San Diego, Ca. 92138 '(714)225-9641 � '-,,' :» . 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 PAGE 3 OF 3 LABORATORY NUMBER SD34-3737 JOB: Bullocks Department Store DATE October 12, 1979 DATE 10/5/79 REG. HRS. 8.0 O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0.7. HRS. REINSP. HRS. INSPECTOR ' DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR i DATE REG: HRS. O. T. H Rs. REIIjSP. HRS. INSPECTOR DATE REG. HRS. 0. T. H RS. REINSP. HRS. INSPECTOR (1) REPORTED TO: Cl) c1) (1) t sx-) Structural Steel Assembly: Observed placement of steel framing on.roof from Line 1 to 2 between "D" and "Ell, and Line "C" from 4 to 5. Witnessed place= ment of high -strength bolts at the above locations, and in 2nd floor framing on Line "A" from 1 to 5) and Line "B" from 3 to 5. Gage tested approximately 10% of the bolts for tightness.. Observed placement of Nelson studs in Znd floor framing on Line "F" from 2 to 3 and.from 6 to 7, and Line 10 from 1 to 4 and 5 to 8. Hammer tested approximately 25% of the studs. Precast Concrete: Witnessed placement of planks at the following locations: roof from Line "D" to "E" between 2-and 4; 3rd floor from Line "D" to "E" be- tween 1 and 2; roof from Line "D". to , "E" between 1 and 2; and 2nd floor from :Line "B" to "C" between 4 and 5. One plank was placed on the roof from Line "D" to "E" between 4 and 4.3. The plank suffered damage during installation. A crack approximately 6-7` in length developed in the underside longitudinally from the cut-out at Line "E" at 4.3. Notified superintendent. During attempted removal, the plank broke. Hours prorated with other work. C.L Peck Bullocks Department Stores, Attn: E. Jahns Ladd, Kelsey, Woodard, AIA Steinbrugge and Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry City of Carlsbad Building Inspection Department THC , kh FORM I PAGE i JP 0 Testing Engineers —San Diego NOFDfNpfNj D 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 ',®?4' 1903 West Vista Way, Unit B, -Vista, California 92083 (714) 758-3730 page 4 LABORATORY NUMBER SD34-3837i; INSPECTI(O1V ;REOORT DATE October 22, 1979 FILE: #5059 Permit #791529 INSPECTION OP Struct . Stl . Assy. , ein . ' y�`ZI 79, Conc. Hi--Strefi th Molting,, • Prestd. Plan JOB: Bullocks Department Store FABRICATOR OR ERECTOR: Hafer Steel ,�.TY i „" -If~. .. o Ao _ Riverside Steel Cullding- C CONTRACTOR:C.L. Peck Company ADDRESS.- 2557 El Camino Real, Carlsbad, California SHOP FIELD XX �w ' uNT r DATE Reinforcing Steel: ASTM A615;`Grade 40 and 60 ; REG. HRS. Concrete Mix: #34-215,'(5.0 sks. , 2000" psi) s 4 x t O. T. HRS. HRS. �, C, REINSP. INSPECTOR e, DATE10./8/79 REG. HRs8.O O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE 10/9/79 REG. HRS.8.0 O. T. HRS. REINSP. HRS. INSPECTOR Structural Steel: Observed the erection of structural steel framing in the following locations: Roof framing on Line "B" from 3 to 5; 2nd floor" framing on Line "B" from 1 to 3.. Noted 11 roof framing beams in various _ locations in penthouse do not have a prime coat of paint. Notified superin- tendant and entered on repair list as Item #18. High Strength.Bolting:. Observed hi -strength bolting in above steel framing locations..Gage tested approximately 10%. Pte=cast Roof and Deck Planks: Observed the placement of planking in the following locations: on the roof between "B" and "C".from 4 to 5;on the roof between "A" and "B" from 4 to 5; on the 2nd floor between "A" and "B" from 3 to 5. Noted mechanical opening in roof at "H"- 5.1 is not framed in accordance with Detail shown on S-19 Detail 18. Entered on repair list as item #19. Structural Steel: Observed the erection of structural steel framing in the following locations: on the 2nd floor and on the roof on Line "C" from�3 to 4. Noted two roof framing beams at mechanical openings on Line 3 from '"'B" to "C" and between 1-and 2 from "A" to "B" were fabricated approximately 1'-0" too short. Entered on repair list as item #20. FORM i PAGE 2 1P LABORATORY NUMBER SD34-3837 JOB: BULLOCKS DATE 10/9/79 REG.. HRS. Cont-. ' O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE 10/10/79 REG. HRS. 8. 0 O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. H Rs. O. T. HRS. REINSP. HRS. INSPECTOR Page 2 of 4 DATE October 22, 1979 Hi -Strength Boltin&: Observed hi -strength bolting in above steel erection locations and gage tested approximately 10% for tightness. Precast Roof and Deck Planks: Observed the placement of planks in the following locations: on the roof from 3 to 4 between "A" and "D", on the 2nd floor from 3 to 4 between "B" and "D". Noted the 2nd floor deck plank at 3+12 between "B" and "C" was cracked on the underside.and on the top side,longitudinally the full length of the plank generally along the center tendon line. Notified superintendant. Nelson Studs: Observed the placement of Nelson Studs in 2nd floor framing on Line"D` from 5 to 8; on Line "B" and "C" from 6 to 9 and on stair fram- ing beams from 8 to 9 between "B" and "C" hammer tested approximately 25% and verified that the correct number were placed as specified. Structural Steel: Observed the erection of structural steel roof framing on Line "B" from l.to 3 and in mechanical opening framing in roof at Line 2 from "A" to "B". Received approval from Engineer's office to authorize repairs to two short beams, item #20 on punch list as follows: two short end sections were fabricated in shop. Beam ends were cut off approximately 12 inches from end. New sections were welded to beams by full penetration method at top and bottom flanges and full height of web. 3/8" x 1" backing. strip was used. Noted the repair of item #16 on list of repairs; holes were reamed in north end. of roof framing beam at "E"--4p1us 23. Hi,strength-:bolts installed and tightened. Noted -the repair of item #17 on list of repairs; Holes were reamed in north end of beam at "D"-1 + 12'. Hi -strength bolts, - installed and tightened. Noted the repair of item #14 on,,,wfepairs `;list: 16 new connecting angles were installed at connections on beams atVIC" plus 26 and between 4 and 5, 2nd floor framing. Hi strength bolts installed and tightened. Hi -strength Bolting: Observed hi -strength bolting in --all structural erection and repair areas listed above., Gage inspection approximately 10% for tight- ness. Precast Roof and Deck Plank: Observed the placement ofplanks in the follow- ing locations: From "A" to "B" between 1 and 2. Noted a diagonal crack approximately 2'-6" long on the underside. of 2nd floor plank at "D"-4.8. Notified supertindent. Noted roof plank which cracked and fell on lOt5, "D" to "E" from 4 to 4.3 was replaced. • _ FORM 1 PAGE 2 JP Page 3 of 4 LABORATORY NUMBER SD34-3837 JOB: BULLOCKS DATE October 22, 1979 DATE 10/10/79 REG. HRS. cant. O. T. HRS. REINSP. HRS. INSPECTOR DATE 10/11/7 REG. )iRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR Nelson Studs: Observed the placment of Nelson Studs in 2nd floor framing on Line "B" and "C" from'4 to 6 and on Line "A" from 5 to 9. Hammer tested approximately 25% and verified the correct number were installed. Reinforcing Steel: Inspected the placement of reinforcing steel in -two escalator pits at "At°-4.5. Structural Steel: Observed the erection of structural steel in the following locations; in 2nd floor framing on Line "C" from 1 to 3; in roof framing on Line "C" from 1 to 3; in 2nd floor and roof framing on Line 1 -from "B" to "C`I. Note: this completes all structural framing. Hi -Strength Bolting: Observed partial hi -strength bolting in the above lo- cations and gage tested approximately 10% for tightness. DATE Precast Roof And Deck Planks: Observed the -placement of planks in the REG, HRS. following locations; in 2nd floor and roof between "B" and "D" from 2 to O,T.HRS. 3. Noted one roof plank in mechanical opening framing had an irregular REINSP. HRS. hole in the underside approximately 10" x 60",no tendons_ were exposed. INSPECTOR The topside of the plank above the hole was cracked and loose, notified superintendent - Nelson Studs: Observed the placement of Nelson Studs in the roof framing DATE REG. HRS. in the following locations: Line "A" from 4 to 9; Line "B" from 4 to 9; 0.T.HRS. Line "C" from 4 to 9, and Line "D" from 5 to 8. REINSP. HRS. INSPECTOR Reinforcing Steel: Inspected the placement of reinforcing steel in lst floor slab between "F" and "H'I from 1 to 8. Structural Steel: Noted the repair of item #10 on repair list: Lug angle DATE 10/12/79' REG. HRS. 8.0 was welded to column at "B"-6 2nd floor with 14" fillet weld on sides and 0.T.HRS. bottom of angle. REINSP. HRS. Note: This completes all structural steel repairs previously listed: Except INSPECTOR item #18 beams not primed in penthouse. Hi -Strength Bolting: Observed hi -strength bolting in 2nd floor and roof DATE framing on Line "C" from 1 to 3 and on Line 1-from "B" to "C". Gage tested REG. HRS. approximately 10% for tightness.' O.T.HRS. Note: This completes all hi -strength bolting. REINSP. HRS. INSPECTOR • � � � FORM. t PAGE 2 JP Page 4 of 4 LABORATORY NUMBER SD34-3837 JOB: BULLOCKS DATE 10/22/79 DATE 10/12/79 Precast Roof and Deck Panels: Observed the placement of 2nd floor and REG. HRS. cont. roof panels in thefollowing location: from 1 to 21between "B" and "D" o. T. HRS. on 2nd floor and roof. REINSP. HRS. Note: This completes all panel erection. INSPECTOR Panel Grouting: Observed the placement of approximately 15.0 cubic yards of grout mix #PR400 M in panel joints on 3rd floor and roof in the following locations: From "B" to ''H" between 5 and 8; from "D" to DATE "H" between 1 and 5; on penthouse.roof from "E" to "H" between 2 and 8. REG. HRS. Cast one setof -three samples of grout from plank grouting. on roof line o.T.HRS. 6 from "D" to "E" marked Bullocks #46 A--B-C, with a slump of 73". REINSP. HRS. INSPECTOR Nelson Studs: Observed the placement of Nelson Studs in 3rd floor and roof framing in locations as follows: Line "D" from 4 to S, Line "E" from 5 to 8, Line "F" from 4 to 7, Line "G" from 4 to 6 and Line 5 from DATE "F" to "Htt REG. HRS. O.T.HRS. Reinforced Concrete; (2000 psi) Cast one set of three samples of concrete REINSP. HRS. Mix #34-215 from first floor slab at "G-5" marked, Bullocks #45 A-B-C, INSPECTOR with a measured slump of 71�". DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR REPORTED To: (1) C.L. Peck Contractor (1) Bullocks Dept. Stores, Attn: Mr. E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. TESTING (1) C.L. Peck Contractor, Attn: Ed Berry /i LENVEP (1) City of Carlsbad Bldg. Insp. Dept., �: > A l�i:v THC:mg T. H. a E JERSAN DIEGO 88 a_ FORM IE JP Testing Engineers —San Diego a3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 /( !/ 4r%nn IA/—J.1/:-A- IA1. 11-;4 0 n7n413 /77A1 7--0 470/1 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks Department Store, ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST LOCATION IN STRUCTURE C34 MO. DA. 2764 8/16 Prism test. Bullocks #22 A-B-C. Made by TESD. 2987 8/31 Prism test. Bullocks #25 A-B-C. Made by TESD. 3058 9/10 Wall on Line "A" between 3 and 4 at 2'-0 ". Bullocks 7r<34 A-B-C. Made by TESD. 3131 9/11 Wall, Line 1 from "A" to "B" at 6'-0". Bullocks #35 A-B-C. Made by TESD. 3133 9/12 Wall, Line 9 at "C" at 6'-0". Bullocks #37 A-B-C. Made by TESD. 3135_ 9/14 Wall, Line "A" from 7 to 8 at 10'-0". Bullocks #39 A-B-C. Made by TESD. 3264 9/17 Wall, Line "A" from l to 2 at 12'-8". Bullocks IP41 A-B-C. Made by TESD. 3266 9/19 Pier between Line 7.1 and 7.2 north of "G .2" at 2' -0". Bullocks #44 A-B-C. Made by TESD. (1) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck Contractor, Attn: Ed Berry '.(I Carlsbad City Building Inspection Dept. (1) Masonry Builders WLC:kh Mix No. 34-142 GROUT PUMP SPEC. 28-DAY STR. 3250 Psi TYPE CEMENT 7.5 SCY SPEC. SLUMP 8-10 IN. ADMIX. POZ2. 30OR AGG. SIZE 3/8 IN. STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. AGE --- 3865 4720 60-day Disc. 8/23/79 9 /7/79 9/14/79 9/21/79 --- 3300 4170 60-day I*Disc. 9/28/79 10 /12 /79 2960 1 4290 1 60-day I *Disc. 3600 1 4300 1 60-day (' 'Disc. 2860- 1 3470 1 60-day I *Disc. r-- --- 1 3360 3880 10-day 1 3200 i'60-day *Disc. 8-day ' 4030 TESTING ENGINEERS, SAN DIEGO REV EWED BY rr ' William L. Cochrane, R.E. #24445 FORM 16 JP Testing Engineers —San Diego pE.,NDEVEgpFNJ 3467Kurtz St._, P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE TBREE JOB: Bullocks Department Store Mix No. 34-120R SPEC. 28-DAY STIR. 3000 PSI ADDRESS: 2557 El Camino Real TYPE I -II CEMENT 5-5 SCY SPEC. SLUMP 5 IN. Carlsbad, California ADMIX. POZZ. 30ON AGG. SIZE 1 IN. * STORED & CURED. NOT TESTED YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE OTHER DATE CAST LOCATION IN STRUCTURE SLUMP ' 7-DAY 28•DAY MAILED C34 MO. DA. IN. AGE RESULTS 2759 8/15 Top third of precast panel 5 2 2510 3400 60=day Disc. 8/23/79 1 . Bullocks #17 A-B-C. 9/14/79 Made by TESD. 9/21/79 9 /28/79 2760 8/15 Bottom third of precast 54 2480 3250 60-day Disc. 10/4/79 panel #11. Bullocks #18 10/12/79 A--B-C. Made by. TESD. 2761 8/16 Precast panel #15. Bullocks 2k 2790 3840 60-day Disc. #19 A-B-C. Made by TESD. 2762 8/16 Precast panel #21, south 5 2790 3750 60-day 'Disc. end, one third. Bullocks #20 A-B-C. Made by TESD. 3008 9/5 Footing under Panel #18. 32 2550 3680 60-day *Disc. Bullocks #31 A-B-C. Made by TESD. 3134 9/12 Footing under Panel A. 7 2250 3080 60-day *Disc. Bullocks If38 A-B-C•. Made by TESD. 3261 9/1.9 Elevator pit slab, Line 82 2050 "H" at. 5.1. Bullocks 1P43 A-B-C. Made by TESD. (1) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbr?tgge & Thomas, Inc., S.E. Yrl)C.L. Peck Contractor, Attn: Ed Berry 1)"� Carlsbad City Building Inspection Dept. (1) Conrock WLC:kh TESTING ENGINEERS. SAN DIEGO REVIEWED BY William L. Cochrane, R.E. #24445 FORM 4 Testing Engineers —San Diego DF.,NDEDE pfN� o� p _-- 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 r, fi- • = 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 y REPORT OF COMPRESSION TESTS JP File #5049-1, Permit #79-1529 DATE September 28, 1979 JOB: Bullocks Department Store October 15, T979 ADIDREss: 2557 El Camino• Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge & Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE Y4X MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LA©ORATORY NUMBER I C34-3265 MARK ON SPECIMEN Bullocks #42 A -B C LOCATION IN STRUCTURE Southeast pier between Line 6.3 and 7 at 8' -011 BRAND OF CEMENT USED- - - - BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND . . . SOURCE OF ROCK _ _ MIX PROPORTIONS OR NuMDER • • 1 cement, 3 sand, 1/4 lime� SUPPLIER (CONCRETE) . _ . Job Mixed TRUCK NO. 6 TICKET NO. - - - SLUMP OR KELLY BALL - _ - - �ry TEMPERATURE OF Am - - -F A� TEMPERATURE OF MIXTURE -F SPECIMENS MADE BY - �F Testing Engineers -San Diego CITY Department DATE MADE - September 17, 1979 guildmg DATE RECEIVED Sept. 24, 1979 DATE TESTED . • . . • • Sept. 25, 1979 Oct. 152 1979 AREA. SQUARE INCHES . . . . 3.14 3.14 ULTIMATE LOAD. Les. _ • • . 5340 7200 CRUSHING STRENGTH LBS. PER. SQ. IN. 1700 -8 2290 AGE TESTED. DAYS 28 RECEIVED UNIT WEIGHT. LBS. PER. CU. 'FT. SPECIFIED STRENGTH 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept. (1) Masonry Builders THC : kh CITY OF CARLSBAD Building Department TESTING ENGINEERS - SAN DIEGO REVIEWED BY. T.H. Chapman, • R� E . #12882 to• FORM IE JP Testing Engineers —San Diego DFENDEDFN fN D ��' 4 Si a° 3467Kurtz St,, P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 ,�®r 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE N6. 5.049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks Department Store: Mix No. 34-142 GROUT- PUMP SPEC. 28-DAY STR. 3250 PSI ADDRESS: 2557 El Camino Real TYPE CEMENT 7.5 SCY SPEC. SLUMP- 8-10 IN Carlsbad, California . ADMIX.-POZZ. 30OR AGG. SIZE- 3/8 IN. 1979 ' STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER ' SLUMP 7-DAY 28•DAY TEST RESULTS DATE MAILED- YEAR: LAB NO. DATE CAST LOCATION IN STRUCTURE C34 MO. DA. IN. AGE 2764• 8/16 Prism test. Bullocks 422. --- 3865 4720 60-day Disc. 8/23/79 A-B-C. Made by TESD. 9/7/79 9/14/79 9/21/79 2987 8/31. Prism test. Bullocks #25 --- 3300 4170 60-day Disc. 9/28/79 -A--B-C. Made by TESD. 10/12/79 10/18/79 3058 9/10 Wall on Line "A" between 3 --- 2960 4290 60-day Disc. and 4 at 2'-0 ". Bullocks #34 A-B-C. Made by TESD. 3131 9/11 Wall, Line 1 from "A" to --- 3600 4300 60-day *Disc. "B" at 6'-0". Bullocks #35 A-B-C. Made by TESD. 3133 9/12 Wall, Line 9 at "C" at --- 2860 3470 60-day *Disc. 6'-0". Bullocks #37 A-B-C. Made by TESD. 3135 9/14 Wall, Line "A" from 7-to 8 -- - r-- 3880 10-day 3200 at 10'-0". Bullocks #39 607day *Disc. A-B-C. Made by TESD. 3264 9/17 Wall, Line "A" from I to 2 --- --- 5430 8-day 4030 at 12'-8". Bullocks #41 60-day *Disc. A-B-C. Made by TESD. 3266 9/19' Pier between .Line 7.1 and --- 7.2 north of "03.2 " at 2'-01'. Bullocks #44 A-B-C. Made by TESD. (1) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA )S"te inbrugge & Thomas, Inc . , S.E. C.L. Peck Contractor, Attn: Ed Berry ,*) Carlsbad City Building Inspection Dept. (1) Masonry Builders WLC:kh 3360 1 4360. 1 60-day 1 -''Disc. TESTING ENGINEERS. SAN DIEGO REV EWED BY William L. Cochrane, R.E. #24445 • FORM to JP �r Testin g Engineers —San Diego pF.FNDFVFNpFNfG 'fin ,J• 4p 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641� -'Sa• 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks 'Department Store ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST LOCATION IN STRUCTURE C34 MO. DA. 304-9 9/7 Panel closure, "E-8". Bullocks #33 A-B-C. Made by TESD. 3260 9/17 Panel closure between #3 ,and A. Bullocks #40 A-B- C. Made by TESD. MIX No. 34-140 PUMP SPEC. 28-DAY StR.. 3000 PSI TYPE CEMENT 5.7 SCY SPEC. SLUMP 5 IN. ADMIX. POZZ. 30ON and MBAE 10 AGG. SIZE 1 IN. ' STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER SLUMP 7-DAY 28-DAY MAILED TEST RESULTS IN'. AGE 3 4 2510 3820 60=day -Disc. 9/21/79 9 /28/79 10/5 /79 10/18-/79 8 1 ---1,.3180.18-dayl 2300, 60-day '�:Di sc . .� f� � C P A ITV p Ia,iBc�rt.�. . (1) ' C.L. Peck (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas,Inc., S.E. TESTING (1) C.L. Peck, Attn: Ed Berry REVIE (1/) Carlsbad City Building Inspection Dept. (1) Conrock THC:kh T.H. Cl GINEER$, SAN DIEGO 4 Zl-- R.E . IP12882 FORM 16 dr FILE Testing Engineers -San Diego 3467Kurtz St., P.O. Box.80985, San Diego, Ca. 92138 (714) 225-9641 SUMMARY OF COMPRESSION TEST RESULTS PAGE_ THaEE JOB: Bullocks Department Store Mix No. 34-12OR SPEC. 28-DAY STR. 3000 PSI ADDRESS: 2557 E1 Camino Real TYPE I -II CEMENT 5,5 SCY SPEC. SLUMP 5 IN. Carlsbad, California ADMIX. POZZ. 30ON - AGG. SIZE 1 IN. YEAR: ] 979 * STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER SLUMP 7-DAY 28-DAY TEST RESULTS DATE MAILED LAB NO. DATE CAST Mo. DA. LOCATION IN STRUCTURE _ C34 IN. AGE 2759 8/15 Top third of precast panel 52 2510 3400 60-day *Disc. 8/23/79 0. Bullocks #17 A-B-C. 9/14/79 Made by TESD. 9/21/79 9/28/79 2760 8/15 Bottom third of precast. 54 2480 3250 60-day *Disc. 10/4/79 panel #11. Bullocks #18 10/12/79 A-B-C. Made by TESD. 10/18/79 2761 8/16 Precast" panel #15. Bullocks 22 2790 3840 60-day *Disc. #19 A-B-C. Made by TESD. 2762 8/16' Precast panel #21, south 5 2790 3750 60-day *Disc. end, one third. Bullocks #20 A-B-C. Made by TESD. 3008 9/5 • Footing under Panel #18. 32 2550 3680 60-day *Disc. Bullocks #31 A-B-C. Made - by TESD. 3134 9/12 Footing under Panel A. 7 2250. 3080 60-day *Disc. Bullocks_ #38 A-B-C. Made by TESD. 3261 9/19 Elevator pit slab, Line 82 2050 2900 "H" at 5.1. Bullocks #43 A-B-C. Made by TESD. (1) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard,- AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck Contractor, Attn: Ed Berry (1') Carlsbad City Building Inspection Dept. (1) Con.rock WLC:kh TESTING ENGINEERS. SAN DIEGO REVIEWED BY William L. Cochrane, R.E. #24445 0 Testing E*ineers—San Diego NOFVFryOF� a o 3467Kurtz St., O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 P.a®' r4o F 1903'West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 October* 12, 1979 City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008 Project: Carl` s_Jr..Restaurant" Plaza Camino Real Carlsbad, California Gentlemen: We have been assigned to perform the testing and inspection on the, above mentioned project. According to our instructions, we-:are;to perform the following inspections: Reinforced Concrete Prestressed Concrete Reinforced Masonry -Yes Structural Steel Assembly (Field Welding) Non Destructive Testing Other: Sincerely, TESTING ENGINEERS-SAN DIEGO C%lGc.cf f Leland A. Sk�'i?hRECE11 ntfManr LAS:fh OCT 15 197Q CITY OF CARLS13AD Building Department FORM I PAGE I JP Testing Engineers —San Diego pE.,NDEVFgpfNf x� e { o `~ 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 r 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD34-3645 INSPECTION REPORT DATE Sept. 28; 1979 FILE: 5049-1, Permit #791529 .JOB: Bullocks Department Store O c T 4 CITY OF CARLSBAD ADDRESS: 2557 E1 Camino Real, Carl`i(l�tillnClt DATE REG. HRS. O. T. Has. REINSP. Has. INSPECTOR DATE. 9 /24 /79 REG. HRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR J.E. Hanssel DATE REG. HRS. O. T. H RS. REINSP. Has. INSPECTOR DATE 9 /25 /79 REG. HRS. 6 •0* O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR General Inspection FABRICATOR OR ERECTOR: Hafer Steel Company and Riverside Steel Company CONTRACTOR: C ,L Peck SHOP- FIELD = PLANT - Reinforcing Steel: ASTM A615, Grade 40 and 60. Structural Steel: ASTM A36. Bolts: ASTM A325 (high. -strength). Structural Steel Assembly: Observed the placement of steel in 2nd floor and roof framing on Line "B" and "C" from 5 to 6-. Witnessed high -strength bolt- ing in the above locations, and in the southwest area from Line 1 to 3 be- tween "F" and "H". Gauge inspected approximately 10% of the bolts. Precast Concrete: Inspected placement of precast planks on 2nd floor from Line -"A" -to "B" from 6.5 to 7.5, and on roof between Line 6.5 and 7.5,from "B" to 110 between 7 and 8. Noted that the 1st plank east of Line 6 on the 2nd floor between Line "C" and "D " had a crack running north and south; crack is approximately 9'-0" long. Notified superintendent. i Structural Steel Assembly-: Observed the placement of one (1) roof framing beam on Line "B" from 5 to 6, and the tightening of the high -strength bolts. Noted column plank bearing angle on south side at "C-6", 2nd floor, was missing. Notified superintendent and entered item s 110. Precast Concrete: Observed placement of planks in 2nd floor from Line "B" to "C" between 6 and 7; Line "A" to "B" between 5 and 6.5; and on roof from Line "A" to "B" between 5.75 and 6.5. Noted that first plank west of Line 6 between "A" and "B" was notched too much at "A-6" to allow for bearing on column lug angle. Entered on punch list as Item #11. General: A truck loaded with precast planks struck the crane and. the plank being placed struck the roof steel. It was noticed later that two column bases at "B-6" and "B-7" moved approximately 3 4" to the south and dropped approximately 1 4". Mr. Bloom, Structural Engineer, was notified and approved Contractor's method of repair = Item #12.� City Engineers office notified. FORM i JP f 0 Testing Engineers —San Diego 3467Kurtz St., P.O. Box.80985, San Diego, Ca. 92138 (714) 225-9641 ® 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 2 LABORATORY NUMBER SD34-3645 JOB: Bullocks Department Store DATE Sept. 28, 1979 DATE 9/26/79 REG. JARS. 6.5* O. T. H Rs. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE. 9 /27/79 REG. HRS. 8.0 O. T. H ks. REINSP. HRS. INSPECTOR DATE 9/281.79 REG. HRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR Structural Steel Assembly: Observed placement of framing in 3rd floor and roof from Line 3 to 5 between "H" and "G". Witnessed high -strength bolting in above locations and gauge tested approximately 10% of the bolts. Precast Concrete:*Observed placement of,planks on 2nd,and 3rd floors from Line 3 to 5 between "G" and '"H", and on roof from Line 4 to 5 between "G" and "H". Observed removal of eight (8) roof planks on Line "B" between 6 and J . This is to remove load in'�preparation for repairs to columns bases at "B-6" and "B-7", Item #12, . I t Structural Steel Assembly: Observed placement of framing in 2nd and 3rd floors on Line "F" from 2 to 5, and on Line 1 to 2 between "D" and "F". Witnessed high -strength bolting in the above.locations and gauge.tested approximately 10% of the bolts. Precast Concrete: Observed placement of planks on the roof from Line 3 to. 4 between "H" and 110, and on 2nd floor from Line 3 to 5 between "F11 and - 110. Structural Steel Assembly: Observed placement of' framing in the following locations: 3rd floor. on Line "F" from 2 to 4; 3rd floor from Line 1 to.2 .between "E" and "F"; roof on Line "G" from 2 to 3;. roof on Line 2 from "F" to "G/1; and roof on Line "F"'from 2 to 5. Observed placement of high -strength bolts in above locations.and gauge tested approximately 10% of the bolts. Precast Concrete: Observed placement of planks on the roof from Line 3 to 4 between "H" and "G"; on 2nd floor from 2 to 3 between "F" and "G"; on 3rd floor from Line 2 to 5 between t1Ft1 and "G"; and on roof from Line 3.5 to 5 between "F" and "Gt1. Reinforced Concrete: Inspected the placement -of reinforcing steel in freight elevator pit, Line ."D" at 1. DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR Hours prorated with other work. (1) C.L. Peck REPORTED To: (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry ��(y)---'Carlsbad City Building Inspection Dept. THC : kh TESTING ENGINES SAN DIEGO REVIE B T. Chapin n R.E. #12882 FORM 4 0 Testing Engineers —San Diego DF.,XDEDFH FN D V o 3467Kurtz St., P.O. Box.80985, San Diego, Ca. 92138 (714) 225-9641 .1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5049-1 JOB: - Bullocks Department Store . ADDRESS: 2557 E1 Camino Real, Carlsbad., California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ENGINEER: Steinbrugge & Thomas, Inc., S.E. CONTRACTOR: C.L. Peck DATE September 17, 1979 September 25, 1979 October 4, 1979 XXX PRISM ❑ REG. WT. CONCRETE - ❑ CORES O LIGHT WT. CONCRETE P MORTAR ❑ GUNITE ❑ GROUT LAnoRATORY NUMBER C34-2989 a MARK ON SPECIMEN- Bullocks #27 A B C D E F LOCATION IN STRUCTURE Prism test BRAND OF CEMENT USZO - BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND - SOURCE OF ROCK - MIX PROPORTIONS OR NUMBER Block: ASTM C90, Grade N-1 (high -stress) 1011 _SUPPLIER (CONCRETE) TRUCK No. 6 TICKET NO. - SLUMP OR KELLY BALL TEMPERATURE OF AIR �F TEMPERATURE OF MIXTURE Pp - SPECIMENS MADE BY Testing -Engineers -San Diego DATE MADE - • . . . . . - August 31, 1979 DATE RECEIVED . . . . - . . Sept. 41 1979 DATE TESTED . . . . . . . Sept. 7, 1979 Sept. 14, 1979 9/21/79- 9/28/79 9/28/79 ;Stored AREA, SQUARE INCHES 86.40 84.48 84..96 85.44 85.44 and ULTIMATE LOAD. LBS. - 168000 210000 225000 228979 232000 cured, CRUSHING STRENGTH LBS. PER. so. IN. 1940 .2490 2650 2680 720 not AGE TESTED. DAYS . . . . 7 14 21 28 2 tested UNIT WEIGHT. LBS. PER. CU- FT. SPECIFIED STRENGTH 2500 psi REPORTED To: CLIENT (1) C.L. Peck (1) Bullocks Department Stores .(1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry )" Carlsbad City Building Inspection Dept. 1) Masonry Builders TESTING ENGIN REVIEWED BY. THC:kh T.H: Chapman, �SAN DIEGO 12882 FORM I6 JP Testing Engineers —San Diego CE.,NCECENCFy1 3467Kurtz St., P.O. Box 809$5, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758=3730 �^ FILE NO. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE. ONE JOB: Bullocks Department Store ADDRESS: -2557 El Camino Real Carlsbad, California YEAR: 1979 LAB NO-. DATE CAST LOCATION IN STRUCTURE C34 MO. DA. 3049 9/7 Panel closure, "E-811. Bullocks #33 A-B-C. Made by TESD. 3260 1.9/17 Panel closure between #3 and A. Bullocks #40 A-B- -C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas,inc., S.E. lC.L. Peck, Attn: Ed Berry M- Carlsbad City Building Inspection Dept. (1) Conrock THC:kh 34-140 PUMP 3000 MIX No. SPEC. 28-DAY STR. Psi TYPE CEMENT 5,7 SCY SPEC. SLUMP IN. ADMIX. POZZ. 30ON and MBAE 10 AGG. SIZE 1 IN. * STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER SLUMP 7-DAY 28-DAY MAILED TEST RESULTS IN. AGE 34 2510' 3820 60-day *Disc. 9/21/79 9 /28 /79 10/5/79 8 1 --- ( 18-day 1 2300 TESTING ENGINEERf$. SAN DIEGO R E V I E_WEDy4I'__/_/_ T.H. Chapman, R.E. #12882 FORM TO J► 0 Testing Engineers —San Diego p`.FNOFVEypfN 0 3467KurtzSt., P.O. Box.80985, San Diego, Ca. 92138 .(714) 225-9641 ' 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 FILE NO. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE THREE .10B: Bullocks Department Store ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST rwL MO. DA. LOCATION IN STRUCTURE 2759 8/15 Top third of precast panel #3. Bullocks #17 A-B-C. Made by TESD. Mix No. 34-12OR SPEC. 28-DAY STIR. 3000 PSI TYPE I -II CEMENT 5.5 SCY SPEC. SLUMP 5 IN. ADMIX. POZZ. 30ON AGG. SIZE 1 IN. *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER -DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. AGE 52 2510 3400 60 -day *Disc. 8123 /79 2760 8/15 Bottom third of precast 54 2480 3250 60-day--Disc. panel #11. Bullocks #18 A-B-C. Made by TESD. 2761 8/16 Precast panel #15.- Bullocks 22 2790 3840 60-day Disc. #19 A-B-C. Made by TESD. 2762 8/16 Precast panel #21, south 5 2790 3750 60-day *Disc. end, one third. Bullocks #20 .A-B-C. Made by TESD. 3008 9/5 Footing under Panel YP18. 32 2550 3680 60-day *Disc. Bullocks #31 A-B-C. Made by TESD. 3134 9/12 Footing under Panel A. 7 2250 Bullocks IP38 A-B-C. Made by TESD. 3261 9/19 Elevator pit slab, Line 82 .2050 1IH1.1. at, 5.1. Bullocks #43 A-B-C. Made by TESD. (1) C.L. Peck .Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 190 (1) C.L. Peck Contractor, Attn: Ed Berry Y(_il "Carlsbad City Building Inspection Dept. 61f(1) Conrock TESTING ENGINEERS, SAN DIEGO REVIEWED BY 9 /14/79 9/21/79 9/28/79 10/4/79 WLC:kh William L. Cochrane, R.E. #24445 FORM 4 1P 0 Testing Engineers —San Diego NDEDFN fN D a 3467Kurtz St., P."O. Box 80985, San Diego, Ca. 921"38 (714) 225-9641 0 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5049-1 DATE September 17, 1979 Jos: Bullocks.Department Store October 4, 1979 ADDRESS: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores XXX PRISM ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ R11G. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge & Thomas, Inc., S.E . ❑ LIGHT WT. CONCRETE P MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT "BORATORY NUMBER C34-2990 MARK ON "SPECIMEN Bullocks #28 A B C D E F LOCATION IN STRUCTURE Prism test BRAND OF CEMENT USED - BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND .- SOURCE OF ROCK - - - MIX PROPORTIONS OR NUMBER - Block: ASTM C901, Grade N-1 (high -stress) 12"- - SUPPLIER 4CONCRE7E) TRUCK NO. & TICKET NO: - SLUMP OR KELLY- BALL. . TEMPERATURE OF AIR 'F " TEMPERATURE OF MIXTURE.- •F SPECIMENS MADE BY Testing Engineers -San Diego DATE MADE . . . . . . August 31, 1979 DATE RECEIVED . . . . . . . Sept. 4, 1979 DATE TESTED • . . . . . . Sept. 7, 1979 Sept. 7, 1979 9/14/79 9/28/79 9/28/79 Stored ARr,A, SQUARE INCHES . . . . 105.56 -102.08 104.40 102.08 85.44 and ULTIMATE LOAD. LB9. 173000 240000 275000 257241 2I Q Q cured, CRUSHING STRENGTH LOS. PER. SQ. IN.. 1640 2350 2630 2520 2750 not AGE TESTED, DAYS - 7 7 14. 28 8 tested UNIT WEIGHT. L BS. PER. CU. FT. SPECIFIED STRENGTH . . . . 2500psi REPORTED TO: -CLI ENT (1) C.L. Peck (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA• (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry �1`� Carlsbad City Building Inspection Dept. (1) Masonry Builders TESTING ENGINEER, - 8AN DIEGO REVIEWED BY. / % THC:kh T T.H. Chapman, R.E. #12882 FORM 4 JP 0 Testing Engineers -San Diego 3467Kurtz St., P.O. Box.80985, San Diego, Ca. 92138 (714) 225-9,641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730.- REPORT OF COMPRESSION TESTS File #5049-1, Permit #791529 DATE September 12, 1979 JOB: Bullocks Department Store October 3, 1979 ADDRESS: 2557 E1 Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd., Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Ste inbrugge & Thomas, Inc . , S.E. ❑ LIGHT WT. CONCRETE Xllfg MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LAEIomkToP.x NUm.sEtw C34-3009 MARK ON SPECIMEN -Bullocks #32 A B C LOCATION IN STRUCTURE Wall, Line "A" between 6 and 7, 0' -8" elevation BRAND OF CEMENT USED - Colton, Type I -II BRAND AND TYPE OF ADMIXTURE - Flintkote Lime, Type 'IS" SOURCE OF SAND - SOURCE OF ROCK MIX PROPORTIONS OR NUMBER • - 1 cement, 20 shovels sand, 1/4 lime SUPPLIER (CONCRETE) . . . Job Mixed TRUCK No. 6 TICKET No. - r� O C �l 1979 SLUMP OR KELLY BALL,CITY �/�^'g Y I•^^ TEMPERATURE OF AIR - •F • TEMPERATURE OF MIXTURE - SPECIMENS MADE BY Testing Engineers -San Diego cllti�+0�i IW; . DATE MADE - - - - • • - September 5, 1979 DATE RECEIVED - - Sept. 6, 1979 DATE TESTED . . . • . • . Sept. 12, 1979 October 3, 1979 AREA, SgUARE INCHES . . . • 3.14 3.14 ULTIMATE LOAD. Les. - 5640 7300 CRUSHING STRENGTH LRS. PER. SQ. IN. 1800 2320 AGE TESTED. DAYS 7 28 UNIT WEIGHT. LDS. PER. CU. FT. SPECIFIED STRENGTH 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry 6P(-11T_ Carlsbad City Building Inspection Dept. (1) Masonry Builders THC : kh TESTING ENGI► REVIEWED BY. J T.H. Xhapman, SAN DIEGO .E. #12882 FORM I PAGE 1 JP r =.= Testing Engineers —San Diego pFdNpFnFMp,Nr ` 3467KurtzSt., P.O. Box 80985,,San Diego, Ca. 92138 (714)225-9.641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730N PAGE 1 OF 3 LABORATORY NUMBER SD34-3534 INSPECTION REPORT DATE Sept..28-, 1979 F►LE: 5049-1, Permit #791529 J013: Bullocks Department Store ADDRESS: 2557 El Camino Real, Carlsbad, California General Inspection FABRICATOR OR ERECTOR: Hafer Steel, Masonry • Builders, Riverside Steel Company CONTRACTOR: C.L. Peck SHOP FIELD _ d1Sli PLANT DATE Reinforcing Steel ASTM A615, Grade 40 and 60.t REG. Has. Concrete Mix : 34-120 (5.5 sks ., . 3000 psi) . -> 0.T.HRS. 34-140 (5.7 sks:, 3000 psi) .n s REINSP. HRS. Grout Mix: 34-142 (7.5 sks., 3250 psi) :- 7�" INSPECTOR Mortar: Type "S" (2500 psi) . p. " %� °�,~� Structural Steel: ASTM A36. Bolts: ASTM A325 (high -strength) . `` �'1b 14?1 DATE,, Certified Welders: J. Sparks, G. Lopez, J. Campbell. REG. HRS. Masonry Units: ASTM C90, Grade N-1 (high -stress). O. T. HRS. REINSP.'HRS. INSPECTOR DATE 9/17/79 Reinforced Masonry: Witnessed placement of approximately 10.0 cubic yards of grout to 12'-0" on Line 1 from "A" to "B", and Line "A" from 1 to 3 plus REG. HRS. 8.O 26. Inspected placement of reinforcing.:steel and masonry units to 16'-81F 0.T.HRS. on Line 1 from "A" to "B'and to 13"'-4" on Line "A" from 1 to 3 plus 26. REINSP. HRS. Witnessed placement of approximately 4-.0 cubic yards of grout in these areas. • INSPECTOR Cast - grout samples, marked Bullocks #41 A-B-C, at Line "A" from 1 to 2 at, J.E. Hanssel 12'-8". Inspected placement of reinforcing dowels in Porox filled pre - drilled holes in four piers in southwest and southeast corners of building DATE of REG. HRS. to 16'-0". Inspected placement P P reinforcing steel and masonry units in two of the piers to 16'-0" at the southeast corner. Engineer's office has RINSP.. authorized all four of these 'piers to be high -lift grouted provided U.B.C. REINSP. HRS. procedures are..followed. Cast mortar samples, marked Bullocks Yf42 A-B-C, INSPECTOR.- at southeast pier between Line 6.3 and 7 at 8' -0". Reinforced Concrete: Inspected placement of reinforcing steel in precast wall panel closures between Panels #2 and #10, #14 and #17, and #22 and #24. DATE Witnessed placement of approximately 14.0 cubic yards of Mix 34-140 in panel REG'HRs' S. closures. Cast test samples, marked Bullocks #40 A-B-C, with an 8" slump, REINSP..HRS. from closure between Panels #3 and YX ., Notified superintendent of slump REINSresults. Inspected placement of reinforcing steel in elevator pit walls INSPECTOR and base slab at "H-5.1t1. Structural Steel Assembly: Witnessed high -strength bolting;_in 2nd and 3rd FORM 1 JP 1 , Testing Engineers —'San Diego ` pF.,9VFVfgpFN 3467Kurtz St., P. O. Box 80985, San Diego, Ca. 92,138 (714) 225-9,641 ' A 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730" P 2 OF 3 LABORATORY NUMBER SD34-3534 JOB: Bullocks, Carlsbad DATE 9 /17 /7 9 REG. HRS. (coat.) O. T. HRS. REINSP. HRS. INSPECTOR - DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE 9/18/79 REG. HRS. 8.0 O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE 9 /19 /7 9 REG. HRS. 8.0 O. T. H RS. REINSP. HRS., INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR DATE, Sept; 28, 1979 floor and roof framing in various locations from Line "D" and "H" from 5 to 8. Gage tested approximately 10% of the bolts for tightness. Witnessed the repair of Item #3 on punch list - new clips were welded in correct locations to web and top flange�.of beams; 1/4" fillet weld was used. Noted repair of all remaining beam end connections - Item #1 on punch list. Load indicator�wa_shers were removed from nut side and discarded. New load in- dicator washers and hardened steer ashers were installed. Column base plate at 2nd level at "H-5.211, Item #2 on punch list, was repaired by welding base plate all around to top of beam with 1/4 " fillet weld. Precast Concrete: Observed the placement of deck and roof plans at Line "D" to ."E" from 5 to 8.. Reinforced Masonry: Inspected the placement of reinforcing steel and masonry units in two piers to 16'-0" at the southwest corner of the -building. Structural Steel Assembly: Observed partial erection of framing in 2nd and 3rd floor and roof areas in northeast section between Line 7 and 9 from "A" to 11C11, and between Line 5 and 6 from "D" to "E". Witnessed partial high - strength bolting in these locations. Gage test-ed approximately 10% of the bolts for tightness. Noted missing beam to column seat bolts were installed and tightened at "G-5" and "G-7"; Item #8 on punch list. Precast Concrete.: Observed the placement of deck and roof plans from Line _5 to 7 between "D" and "E" in 2nd.and 3rd floor, and at roof. Reinforced Masonry: Inspected the bottom of four piers at southwest and southeast corners of the building through cleanout holes provided in all cells with vertical reinforcing steel. Witnessed the placement of approximately 12.0 cubic yards of grout in these piers. Cast grout samples, marked Bullocks #44-A-B-C, from pier between Line 7.1 and 7.2, north -of 11G.21, at 2'-0"., .High -lift grout method -was used for these piers as authorized by the Structural Engineer. A blow-out-occured in the pier from which the sample was cast, but was repaired to allow for full grouting. Reinforced Concrete: Witnessed the placement of approximately 9.5 cubic yards of Mix 34-120 in -elevator pit slab and walls at "H-5.1". Cast test samples, marked Bullocks 1f43 A-B-C, with 82" slump, from elevator pit slab._ Superintendent notified of slump results. Structural Steel Assembly: Observed the erection of structural steel at.2nd and 3rd floor and roof framing on Line 5 to-8. between "C" and "DW"and on • ' � FORM 1 JP •f Testing Engineers —San Diego o JDFdNDEVENpE4 o 1. 3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit 8, Vista; California 92083 (714) 758-3730 - PAGE 3 OF 3 LABORATORY NUMBER SD34-3534 JOB: Bullocks, Carlsbad DATE Sept. 28 L 1919 DATE 9/19/79 Line "A" from 5 to 7. Witnessed the repair of Item A on punch list - column REG. HRS. (cont.) anchor bolt nuts were welded to base plate with 1/8" fillet weld all around. 0.T.HRS. Inspected repair of Item #6 - beam flange was welded to column seat with 1/4" REINSP. HRS. fillet on two sides and across the bottom. Noted that weld plate,from pre -- INSPECTOR cast plank at Column "D-7", 2nd floor, broke out of concrete. Entered as Item #9 on punch list. Witnessed placement of high -strength bolts in 2nd floor and roof frame in various locations between Line "A" and "D" from 5 to 9. Gage tested approximately 10% of bolts for tightness". DATE Precast Concrete: Witnessed placement of floor and roof deck planks•from REG. HRS. Line 5 to 8 between "D" and "E". O. T. HRS. REINSP. HRS. INSPECTOR Structural Steel Assembly: Witnessed the repair of Item #7 - beam to column 9 DATE connection at "H-5" and "H-5.1", approximately 2'-0" of the south top flange REG. HRS. S.O^0* at each end of the be -am was cut off to allow the impact wrench to engage and . 0.T.HRS. tighten the connection bolts on the south side. The flange sections removed REINsP.HRS. were welded back in place with full penetration welds employing back-up INSPECTOR plates. Witnessed high -strength bolting and tightening in northeast section, between Line "A" and "C" from 7 to 9. Gage tested approximately_ 10% of bolts for tightness. DATE Precast Concrete: Observed placement of deck and roof planks from Line fF`" REG. HRS. to "D" between 6 and 8, and from "B" to "C" from 7 to 9,. O. T. H RS. REINSP. HRS. INSPECTOR Structural Steel Assembly: Observed partial erection of structural steel to 9/21/79` DATE 8.0 roof framing from Line 1.1. to "5 between "G" and "H", and from; 1 to 2 between REG. HRS. "F" and "G". Inspected repair of Item #5 - beam to column connection at 0.T.HRS. "F-71, 2nd floor; a new connection angle measuring 4x6x3/8 was inatlled on REINSP. HRS. the east side. Seven new holes were reamed in the column flange and high - INSPECTOR strength bolts were installed. With this repair, all punch list items are completed. High -strength bolting was observed in various locations• in areas listed above. Gage tested approximately 10% of bolts for tightness. DATE Precast Concrete: Witnessed placement of deck planks at 2nd floor, and at REG' HRS" roof from Line "C" to "D" between 6 and 7, and from Line "A" to "B" between O. T. H RS. 7 and 9. REINSP. HRS. INSPECTOR Hours prorated with other work. (1) C.L. Peck REPORTED To: (1) Bullocks 'Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry TESTING ENGI RS - 5AN DIEGO ('Carlsbad City Building Inspection Dept. REVIEWED THC:kh T.. Chapma R.E. #12882 • 0 FORM to 3r y Testing Engineers —San Diego opWOEVFgpFHJ 4 , 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138' (714) 225-9641 5-0 1903 West Vista Way, Unit B, Vista, California 92083 (114) 758-3730,- . FILE No. 50.49-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE J0B: Bullocks Department Store Mix No. 34-140 PUMP SPEC. 28-DAY STR. 30- Psi ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE C34 CAST MO. DA: 3049 9/7 3260 9 /17 LOCATION IN STRUCTURE Panel closure, "E-8T1. Bullocks 03 A-B-C. Made by TESD. Panel closure between #3 and A. Bullocks 190 AB- C. Made by TESD. (1) G.L. Peck (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas,Inc., S.E. (1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept. (1) Conrock THC:kh TYPE CEMENT 5.7 SCY SPEC. SLUMP 5 IN. ADMIX. Pozz . 30ON and MBAE 10 . AGG. SIZE 1 IN. ' STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP. 7-DAY 28-DAY TEST MAILED RESULTS IN. AGE 3 k 2510 9 /21 /79 9128/79 1.1 TESTING E1 GIN REVIgWED-,8/Y-, 8-day 1 2300 SAN DIEGO T.H. Chapman R.E. ii12882 FORM 4- JP 0 Testing Engineers —San Diego . 3467Kurtz St., P. O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730" REPORT OF COMPRESSION TESTS File #5049-1, Permit #79-1529 DATE September 28, 1979 J013- Bullocks Department Store ADDRESS-. 2557 E1 Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ' ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge & Thomas, Inc.,, S .E. ❑ LIGHT WT. CONCRETE X= MORTAR - CONTRACTOR: C. L. Peck ❑ GUNITE 0 GROUT LABORATORY NUMBER C34-3265 MARK ON SPECIMEN Bullocks #42 A B C LOCATION IN STRUCTURE Southeast pier between Line 6.3 and 7 at 8-1-011 BRAND OF CEMENT USED . BRAND AND TYPE OF ADMIXTURE - SOURCE -oF SAND - SOURCE ok ROCK . - MIX PROPORTIONS OR NUMBER - 1 cement, 3 sand, 1 /4 lime SUPPLIER (CONCRETE) . . . . Job Mixed TRUCK No. & TICKET NO. - - - SLUMP OR KELLY BALL. . . . TEMPERATURE OF AIR 'F TEMPERATURE OF MIXTURE' 'F .SPECIMENS MADE BY . Testing Engineers -San Diego DATE MADE . . . • • . September 17, 1979 DATE RECEIVED - Sept. 24, 1979 DATE TESTED • - - - - - • Sept. 25, 1979 AREA, SQUARE INCHES 3.14 ULTIMATE LOAD. Les. 5340 CRUSHING STRENGTH LBS. PER. SQ. IN. 1700 AGE TESTED. DAYS . 8 UNIT WEIGHT, LDS. PER. CU. FT. SPECIFIED STRENGTH . . . 2500 psi REPORTED To: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Ste inbrugge & Thomas, Inc . , S ..E . (1) C.L. Peck, Attn: Ed Berry j(•1o)'°°" Carlsbad City Building Inspection Dept . STING ENGI (1) Masonry Builders REVIEWED BY. SAN DIEGO THC•kh T.H. Chapman, R'.E. IP12882 FORM IE Jr © Testing Engineers —San Diego `o,.,NCEVENQEN . Q 346.7Kurtz St., P. O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 ' FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks Department Store,, ADDRESS: 2557 E1 Camino Real Carlsbad, California YEAR: 1979 LAB NO, DATE C34 CAST I MO. DA. 2764 8/16 2987 8/31 3058 9/10 3131 9/11 3133 9 /12 3135 9 /14 32644 1 9/17 LOCATION IN STRUCTURE Prism test. Bullocks #22 A-B-C. Made by TESD. Prism test. Bullocks #25 A-B-C. Made by TESD. Wall on Line "A" between 3 and 4 at .2'-0". Bullocks #34 A-B-C. Made by TESD. l Wall, Line 1 from A to "B" at 6' -01'. Bullocks #35 A-B-C. Made by TESD. Wall, Line 9, at "C" � at 6'-0'.I. Bullocks #37 A-B-C. Made by TESD. Wall, Line "A" from 7 to 8 at 10'-0". Bullocks #39 A-B-C. Made by TESD. Wall, Line "A" from 1 to 2 at 12'-8". Bullocks IP41 A-B-C. Made by TESD. 3266 9/19 Pier between Line 7.1 and 7.2 north of "G.2" at 2'-0". Bullocks #44 A-B-C. Made by TESD. (1) C:xL. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck Contractor, Attn: Ed Berry ,(-Y'r Carlsbad City Building Inspection Dept. (1). Masonry Builders WLC :kh MIX NO. 34-142 GROUT PUMP SPEC. 28-DAY STR. 3250 PSI TYPE CEMENT 7.5 SCY SPEC. SLUMP 8-10 IN. ADMIX. POZZ. 300R, AGG. SIZE - 3/8 IN. *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI OTHER DATE SLUMP 7-DAY I 28-DAY TEST RESULTS MAILED IN. AGE .3865 1 4720 [ 60-day, i *Disc. 3300 ( 4170 1 60-day I *Disc. 2960 3600 2860 10-day 1 3200 8--day 1 4030 3360 8/23 /79 9 /7/79 9/14/79 9/21 /79 9 /28 /79 TESTING ENGINEERS. SAN DIEGO REV EWED BY t �w W William L. Cochrane, R.E. #24445 JP 0 Testing Engineers —San Diego © 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9,.641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730'' - REPORT OF COMPRESSION TESTS File YA5049-1, Permit #791529 DATE September 7, 1979 •IOH: Bullocks Department Store .September 28, 1979 ADDRESS: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ RsG. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge & Thomas, AIA ❑ LIGHT WT. CONCRETE X= MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LA©ORATORY NUM9ER C34-2988 MARK ON SPECIMEN Bullocks #26 A B C LOCATION IN STRUCTURE Prism test ' BRAND OF CEMENT USED - - - BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND - SOURCE OF ROCK . MIX PROPORTIONS OR NUMBER 1 cement, 1/4 lime, 20 shovels sand SUPPLIER (CONCRETE) - Job Mixed TRUCK No. & TICKET NO. - SLUMP OR KELLY BALL . . . TEMPERATURE OF AIR 'F TEMPERATURE OF MIXTURE- 'F SPECIMENIS MADE BY Testing Engineers -San Diego DATE MADE . • . . - • . August 31, 1979 DATE RECEIVED Sept. 4, 1979 DATE TESTED • . . . Sept. 7, 1979 Sept. 28, 1979 Stored & cured, AREA, SQUARE INCHES 3.14 3.14 not tested ULTIMATE LOAD. LBf. • • . • . 6400 7970 CRUSHING STRENGTH LBS. PER. SQ. IN. 2040 2540 AGE 'TESTED, DAYS . . 7 28 . UNIT WEIGHT. ' LBS. PER. CU. FT. -SPECIFIED STRENGTH . - 2500 psi REPORTED TO: CLIENT (1) (1) (1) (1) (1) (1) C.L. Peck Bullocks Department Stores, Attn: E. Jahns Ladd-, Kelsey, Woodard, AIA Steinbrugge & Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection DeptYREVI ESTING ENGINEERS - Masonry Builders EWED BY. DIEGO THC:kh T.H. Ctapman, R.Ef #12882 FORM 4 0 Testing Engineers —San Diego pF. NOEDF 0FH 3467Kurtz St., P.O. Box-80985, San Diego, Ca. 92138 (714) 225-9;,641a,.®,�ti 0 1903 West Vista Way,. Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS if - File #5049-1,. Permit #791529 DATE September 11, 1979 J013: Bullocks Department Store October 2; 1979 ADDRESS: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA 0 RKG. WT. CONCRETE 0 CORES ENGINEER: Steinbrugge & Thomas, Inc., S.E. 0 LIGHT WT. CONCRETE MORTAR CONTRACTOR: C.L. Peck Ej GUNITE 0 GROUT LABORATORY NumnER C34-3007 MARK ON SPECIMEN Bullocks #30 A B C LOCATION IN STRUCTURE Wall on Line "A" from 3 to 4 at elev. of plus 3'-4" BRAND OF CEMENT USED - Colton, Type I- II BRAND AND TYPE OF ADMIXTURE -- Flintkot_e Lime, Type IISII SOURCE OF SAND - - SOURCE OF ROCK - - - MIX PROPORTIONS OR NUMIIZR - 1 cement, 20 shovels sand, 1/4 lime SUPPLIER (CONCRETE) - - Job Mixed TRUCK No. 6 TICKET No. . . . SLUMP OR KELLY BALL - - TEMPERATURE OF AIR - •F 'TEMPERATURE OF MIXTURE' 'F SPECIMENS MADE BY Testing Engineers -San Diego , DATE MADE . • . . . • . .September 4, 1979 DATE RECEIVED . - - Sept. 6, 1979 DATE TESTED • . . . . . . Sept. 11, 1979 October 2, 1979 Stored &- cured, AREA. SQUARE INCHES 3.14 3.14 not tested ULTIMATE LOAo. Lets. . 6160 8480 CRUSHING STRENGTH LP.S. PER. SQ. IN. 1960 2700 AGE TESTED. DAYS 7 28 UNIT WEIGHT. LBS. PER. CU. FT. SPECIFIED STRENGTH • . • . 2500 psi REPORTED TO: CLIENT (1} (1} (1 } (I) f(� (I) C.L. Peck Bullocks Department Stores, Attn: E. Jahns Ladd, Kelsey, Woodard, AIA Steinbrugge & Thomas, Inc., S.E. C.L. Peck, Attn: Ed -Berry Carlsbad City Building Inspection Dept. Masonry Builders THC:kh TESTING ENGIN REVIEWED BY. T.H.'Cha !RS- N DIEGO R .E : 82 • ' FORM Ie Jr 0 Testing Engineers —San Diego DF.\NDEOFNpFNr 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730•- FILE• No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE THREE JOB: Bullocks Department Store ADDRESS. 2557 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST r,q A MO. DA. LOCATION IN STRUCTURE 2759 8/15 1 Top third -of precast panel #3. Bullocks #17 A-B-C. Made by TESD. 2760 8 /15 2761 8/16 2762 8/16 3008 9/5 3.134 9 /12 3261 9/19 Bottom third of precast panel #11. Bullocks #18 A-B-C. Made by TESD. Precast panel #15. Bullocks #1.9 A-B-C. Made by TESD. Precast panel #211, south end,•one third. Bullocks YA20 A-B-C. Made by TESD. Footing under Panel'#18. Bullocks #31 A-B-C. Made by TESD. Footing under Panel A. Bullocks #38 A-B=C. Made by TESD. Elevator pit slab, Line "H". at-5.1. Bullocks #43 A-B-C. Made by TESD. (1) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas,.Inc., S.E. (1) C.L. Peck Contractor, Attn: Ed Berry Carlsbad City Building Inspection Dept (1) Conrock WLC:kh Mix NO. 34-12OR SPEC. 28.DAY STR. 3000 PSI TYPE I -II CEMENT 5.5 SCY SPEC. SLUMP 5 IN. ADMIX. POZZ. 30ON AGG. SIZE -1 IN. *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI 'OTHER DATE SLUMP 7•DAY. 28•DAY TEST RESULTS MAILED IN. AGE 52 54 22 2510 3400 60 -day *Disc. 8 /23./79 9 /14/79 9 /21 /79 9/28/79 2480 3250 60-day (*Disc. 2790 1 3-840 1 60-day I *Disc. 5 2790 3750 3 2 2550 7 2250 8% 2 2050 60-day I *Disc. TESTING ENGINEERS. SAN DIEGO REVIEWED BY �^ William L. Cochrane, R.E. #24445 FORM 4 JP © Testing Engineers —San Diego DF., DFPENfNr 3467Kurtz St., P.O. Box.80985, San Diego, Ca. 92138 (714) 225-9641 �R 1903 West Vista Way, Unit B, Vista, California'92083 (714) 758-3730•- - REPORT OF COMPRESSION TESTS File #5049-1, Permit #791529 DATE September 7, 1979 Joe: Bullocks Department Store September 28, 1979 ADDRESS: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA 0 RcG. WT. CONCRETE 0 CORES ' ENGINEER: Ste lnbrugge & Thomas, Inc., S.E. 0 LIGHT WT. CONCRETE M MORTAR CONTRACTOR: C.L Peck 0 GUNITE 0 GROUT LABORATORY NUMBER C34-2991 MARK ON SPECIMEN Bullocks #29 A B C LOCATION IN STRUCTURE Wall on Line "A" from 3 to 4 at plus 0' -8" elevation BRAND OF CEMENT USED, BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND . . . . SOURCE OF ROCK . . . MIX PROPORTIONS OR NUMBER - - 1 cement, 1/4 lime, 20 shovels sand SUPPLIER (CONCRETE) - Job Mixed TRUCK NO. & TICKET No: - - - - SLUMP OR KELLY BALL TEMPERATURE OF AIR �F TEMPERATURE OF MIXTURE. F SPECIMENS MADE BY Testing Engineers -San Diego DATE MADE - - • August 31, 1979' DATE RECEIVED. . . . . . . . Sept. 4, 1979 DATE TESTED • . . . • . • Sept, 7, 1979 Sept. 28, 1979 AREA, SQUARE INCHES - - 3.14 3.14 ULTIMATE LOAD. LB9. 4060 5980 CRUSHING STRENGTH LBO- PER. SO. IN. 1290 1900 AGE TESTED, DAYS - - 7 28 UNIT WEIGHT, LBW. PER. CU: FT. SPECIFIED STRENGTH 250G psi REPORTED TO: CLIENT �� ) (1) cl> (1) . (1) . (1) C..L. Peck. Bullocks Department Stores, Attn: E. Jahns Ladd, Kelsey, Woodard, AIA Steinbrugge & Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept. QVIEWED STING ENGIN Masonry Builders BY./ '-SAN DIEGO THC:kh T.H. •Chapman, A.E. #12882 FORM A JP h Testing Engineers —San 3467Kurtz St•, P.O. Box 80985, San Q 1903 West Vista Way, Unit B, Vista, Diego Diego, Ca. 92138 (714) 225-9641 California 92083 (714) 758-3730� - REPORT OF COMPRESSION TESTS File YA5049-1 DATE September 17, 1979 Joe: Bullocks Department Store September 25, 1979 ADDRESS: 2557 E1 Camino Real, Carlsbad, California OWNER: Bullocks Department Stores XXX PRISM ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge & Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE P MORTAR CONTRACTOR: C.L. Peck O GUNITE ❑ GROUT LAIDORATORY NUMBER C34-2989 I MARK ON SPECIMEN Bullocks #2 / A B C D E F LOCATION IN STRUCTURE Prism test BRAND OF CEMENT USKD . BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND - - SOURCE OF ROCK - - MIX PROPORTIONS OR NUMBER - Block.: ASTM C90, Grade N-1 (high -stress) j t-0 SUPPLIER (CONCRETE) . . / TRUCK NO. & TICKET NO. - Ei wr ' •" SLUMP OR KELLY BALL 'F v k� 197 rw, 'TEMPERATURE OF AIR - - - _of. TEMPERATURE OF MIXTURE F SPECIMENS MADE BY Testing Engineers -San Diego ,R 1,A LL ti lli bCparfiner4 DATE MADE . • . • • • . August 31, 1979 DATE REc.wwo ... . • . . Sept. 417 1979 DATE TESTED - Sept. 7, 1979 Sept. 14, 1979 9/21/79 AREA. SQUARE INCHES 86.40 84.48 84.96 ULTIMATE LOAD. Less. 168000 - 210000 225000 CRIi$IilltiG jTrEtity'.FC a-«S. Fir,. aG.:ii. 194v 2490 2650 AGE TESTED. DAYS . . . . . 7 14 21 UNIT WEIGHT, ,1_88. PER. CU. ►'T. SPECIFIED STRENGTH • . • • 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1).- C.L. Peck, Attn: Ed Berry ('1) Carlsbad City Building Ins ti ept. (1) Masonry Builders i THC:kh TESTING ENGINEERS SAN DIEGO REVIEWED BY. T.H: Chapman, ,A.E. #12882 .+ • � FORM 1 PAGE 1 JP' l Testing Engineers —San Diego� r7� D.,NDfVf o,r 3467Kurtz St., P.O..Box 80985, San Diego, Ca. 92138 (714) 225-9,641 % 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 - • PAGE 1 OF 3 LABORATORY NUMBER SD34-3468 INSPECTION REPORT DATE Sept. 21, 1979 FILE: 5049-1, Permit #79-1529 I General Inspection JOB: Bullocks Department Store FABRICATOR OR ERECTOR: Hafer Steel, Masonry Builders, Riverside Steel Company CONTRACTOR: C.L. Peck ADDRESS: 2557 El Camino Real, Carlsbad, California ( SHOP FIELD XXX_ PLANT _ DATE Reinforcing Steel: ASTM A615, Grade 40 and 60. REG. HRS. Concrete: 34-120 (5.5 sks., 3000 psi) .� 0.T.HRS. .v Masonry Units: ASTM C90, Grade N-1. f REINSP. HRS. • Mortar:. Type "S" (2500 psi) . , INSPECTOR ' .,.:.. Grout Mix: 34"-142 (7.5 sks . , 3250 psi) . Sep - Structural Steel . ASTM A36. ,%`L; le Boltsi ASTM A325 (high -strength). ox, /9 DATE Certified Welder: F. Treece #LA-150. 4)NI ` REG. HRS.0 l° O. T. HRS. ��f REINSP. HRS. INSPECTOR Reinforced'Masonry: Witnessed placement of approximately 29.0•cubic yards DATE 9-/10/79 of grout in following walls: to elevation of plus 4'-0" on Line 1 from "A" REG. HRS. 6.S%� to "B"; Line "A" from 1 to '3.plus 26'-0", and from 5 plus 6'-0" to 9; and o. Line "9 from "A" to "C". Cast three test sample-s, marked Bullocks #34 A=B- REINsP.INSP. HRS. C, from Line "A" between 3 and 4 at 2' -0". Inspec-ted placement of reinforcing... INSPECTOR steel and masonry block to elevation of plus 8'"-8" in wall on Line 1 from J.E. Hanssel 11,0 to "B". Structural.Steel Assembly: Inspected three loads of structural steel, loose DATE bolts and washers. Noted that load indicator washers were not installed in REG. HRS. accordance with specifications on several beam ends. Notified superintendent 0.T.HRS. and entered as Item #1 on punch list. Inspected placement of structural REINSP. HRS. Line 11 rELll f: V•r tt tt steel columns in southeast corner at at ..l, Line G.3 at 6.1', INSPECTOR Line "G.2" at 6.3," and Line "G.1" at 7. Precast Concrete: Inspected first load of precast span deck planks and noted one cracked at one end. One lifting hook is missing; another was DATE cracked on side. REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR FORM 1 JP Testing Engineers —San Diego _. F HOFVFryp 3467Kurtz St., P.O. Box.80985, San Diego, Ca. 92138 (714) 225-9,641 ' :4 Q 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 - 2 OF 3 LABORATORY NUMBER SD34-3468 JOB: Bullocks - Carlsbad DATE Sept. 213, 1979 DATE 9/11/79 Reinforced Masonry: Inspected placement of reinforcing steel and masonry REG. HRS. 8.0 .:• , • ,� units to 8 t -8" in wall on Line "A"- from 1 to 3 plus 26' -0 ", and to 6' -0" on o. T. HRS. Line 9 from "A" to "C". Cast three mortar samples, marked Bullocks If36 A-B- REINSP.HRS. C, on Line "A" between 2 and 3 at 6'-8". Witnessed placement of approximately INSPECTOR 12,0 cubic yards of grout in wall on Line I from "A" to "B" to 8'-011 and Line "A" from 1 to 3 plus 26' -0". Cast three grout samples, marked Bullocks- #35 A-B-C, on Line I from "A" to "B" at 6' -0". Structural Steel Assembly: Observed partial placement of columns -and beams DATE from footings to penthouse on Line"E" from 5 to 8 to Line "H" from 5 to 6.1. REG. HRS. Noted column base at Line "H" at 5.2 connected with two 7/8" bolts instead 0.T.HRS. of four as specified because of mislocation of holes on beam below. Entered REINSP. HRS. on punch list as Item #2, INSPECTOR �!-_ _.. Y - . ..._.._ Reinforced Masonry: Inspected placement of reinforcing steel and masonry -DATE 9/12/79 REG. HRS. 8.0 units in the following walls: to 10' -8" on Line 1 from "A" to "B" and Line o. T. HRS. t! it t _ ii, t _ 11 tI it _ 11 A from 1 to 3 plus 26 0 , to 8 8 on Line A from 5 plus 6t . 0 to 9; REINSP. HRS. and on Line 9 from "A" to "C". Witnessed placement of approximately 20.0 INSPECTOR cubic yards of grout in wall to 8t-O" on Line "A" from 5 plus 6"-0" to 9; and on Line 9 from "A" to "C". Cast three grout samples, marked Bullocks #37 A-B-C, on Line 9 at "B" at 6'-0". DATE Reinforced Concrete: Inspected placement of reinforcing steel in footings REG. HRS.' under precast panels #2 through #6. Witnessed placement of approximately o.T. HRS. 21.0 cubic yards of concrete in footings. Cast three test samples, marked REINSP. HRS. Bullocks Y138 A-B-C, with 7" slump, at Panel A. INSPECTOR Structural Steel Assembly: Observed partial placement of steel from footings Ito penthouse on Line "D" from 5 to 8 to Line "H" from 5 to 6.1. Noted .that lugs were on the wrong side of two beams supporting elevator framing at Line "Ht1 at 5 : J. 3rd floor level. Entered on punch list as Item YP3 . Witnessed DATE REG, HRS. that punch list Item A was repaired, by relocating load indicator washers o. T. HRS. to the proper place. REINSP. HRS. Precast Concrete: Observed placement of -precast span deck planks in -south - INSPECTOR east portion between Line "G" and "H" from 5 to 5.1. Noted two damaged planks listed on 9/10/79 were returned to manufacturer. _- Reinforced Masonry: Inspected placement of reinforcing steel and masonry DATE 9/13/79 REG. HRS. 7.0 units in wall to 12' -8" on Line "A" from 5 plus 6' -0" to 9, and on Line 9 o.T. HRS. from "A" to "C". REINSP. HRS. Structural Steel Assembly: Observed partial placement of steel on third INSPECTOR floor and roof beams on Line "F" from 5 to 7. Noted and entered following items on punch..list: Item A - anchor•bolts were too short to receive a �a FORM 1 jr J 0 Testing Engineers —San Diego `NDEOfNOF O 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641�,®' ?A 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 - PAGE 3 OF 3 LABORATORY NUMBER SD34-3468 JOB: Bullocks - Carlsbad DATE Sept. 21, 1979 DATE 9/13/79 full nut as follows: two nuts at Line "F" at 6, two nuts at Line "G" at 5, REG. HRS. (cont.) and three nuts at Line "H" at 6. Item 0. - seven (7) of 14 bolts were not 0.T.HRS. installed because -of approximately 1/16" misalignment at 2nd floor beam to REINSP. HRS. column connection at Line "F" at 7. Item Yi6 - gage of holes not the same INSPECTOR for column seat and beam flange at 2nd floor beam to column connection at Line "F.4" at 7. Item #7 - bolts on south side at 2nd floor beam to column connection at "H" at 5 and at 5.1 cannot be drawn up because of minimum clearance between concrete wall and beam -to allow an impact wrench to DATE operate. Item #8 - one seat angle bolt is missing at 2nd floor beam to column REG. HRS. connection at Line "G" at 5 and 7. Discussed punch list items and repair with O. T. HRS. Mr. Thomas, Structural Engineer. REINSP. HRS. Precast'Concrete: Observed placement of planks in the following locations: INSPECTOR 2nd floor, Line 5 to 7 between "F" and "G"; 3rd floor, Line 6 to 7 between "F" and "G", and Line 5 to 5.1 between "G" and "H"; and roof level from Line '5 to 5.1 between "G" and "H". DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE - 9/14/79 Reinforced Masonry: Witnessed placement of approximately 24.0 cubic yards of REG. HRS. 6.75* grout in following wall locations: Line "A" from 5 plus 6' -0" to 9} Line 9 from "A" to "C" to 12' -0"; to 14' -8" on Line "A" from 5 plus 6' -0" to 9; and O. T. HRS. REINSP. HRS, to 16'- 8n n on Line 9 from At� �t to Ctt . Cast three grout samples, marked INSPECTOR Bullocks ff39 A-B-C, on Line "A" from 7 to 8 at 10'-0". Inspected placement of reinforcing steel and masonry units on Line "A" from 5 plus 6'-0" to 9 to _ 14 F -8"; Line 9 from "A" to "C" to 16' -8"; Line 1 from "A" to "B" to 12' -8 "; DATE and Line "A" from 1 to 3 plus 26' -0" to 12' -8". REG. HRS. Structural Steel Assembly: Observed partial placement of steel from footings 0.T.HRS. to penthouse from Line "D" to "F" between 5 and 8. Noted that additional REINSP. HRS. connection angles at beam ends were repaired by relocating load indicator INSPECTOR washers. High -Strength Bolting: Observed placement and tightening of bolts in area from Line "D" to-"H" between 5 and 8. Gage tested approximately 10% of the DATE connections. REG. HRS. Precast Concrete: Observed the placement of precast -planks in 2nd floor, 3rd O.T. HRs. floor, and roof between Line "E" and "F" from 5 to 8. REINSP. HRS. INSPECTOR * Hours prorated with other work. (1) C.L. Peck REPORTED To: (1) Bullocks Department Stores, Attn: E. Jahns (1). Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. &d&�Carlsbad .L. Peck, Attn: Ed Berry TESTING ENGINEERS- SAN DIEGO City Building Inspection Dept.REVLEWFD 1 i THC•kh T.H.Chapman, $'.E. #12882 FORM IE Jt .7 Testing Engineers —San. Diego O - 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 '(714) 225 9.641 u` 1,903 West Vista Way, Unit B, Vista, California 92083 714 758-3730- 'FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST LOCATION IN STRUCTURE C34 MO. DA. 2764 8/16 Prism test. Bullocks #22 A-B-C. -Made by TESD. 2987 8/31 3058 9/10 3131 9 /11 3133 9/12 Prism test. Bullocks #25 A-B-,C. Made by TESD. - Wall on Line "A" between 3 and' 4 at 2'-0". Bullocks #34 A-B-C. Made by TESD. Wall, Line 1 from "A" to "B" at 6'-0". Bullocks #35 A-B-C. Made by TESD. Wall, Line 9 at "C" at V -0". Bullocks #37 A-B-C. Made by TESD. MIX No. 34--142 GROUT PUMP SPEC. 28-DAY STR. 3250 PSI TYPE CEMENT 7.5 SCY SPEC. SLUMP 8-10 IN. ADMIX.. POZZ. 30OR AGG., SIZE 3/8 IN. * STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. AGE --- 3865 4720 60-day ,',Disc. 8/23/79 9/7/79- 9/14/79 9/21/79 --- 1 3300 RP kv ,y SFP2'119 gparl �t . (1) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (.1) C.L. Peck Contractor, Attn: Ed Berry Carlsbad City Building Inspection Dept. (1) Masonry Builders WLC:kh TESTING ENGINEERS. SAN DIEGO REV EWED BY William L. Cochrane, R.E. #24445 FORM J6 Jr Testing Engineers —San Diego pF.WpEPENpfN 3467Kurtz St., P.O. Box.80985, San Diego, Ca. 92138 (714) 225-9,641 d 4° 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks Department Store Mix No. 34-140 PUMP SPEC. 28-DAY STR. 3000 PSI ADDRESS. 2557 El Camino Real TYPE CEMENT 5 ' 7 SCY SPEC. SLUMP 5 IN. Carlsbad, California ADMIX. POZZ . 300N and MBAE 10 AGG. SIZE 1 IN. 1979 *STORED & CURED. NOT TESTED YEAR: ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER, _ DATE LAB NO, DATE C34 CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28•DAY TEST RESULTS MAILED MO. PA. IN. AGE 3049 9/7 Panel closure, 'FE-811. 3 4 2510 9/21/79 Bullocks #33 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas,lnc., S.E. (1) C.L. Peck, Attn: Ed Berry (] Carlsbad City Building Inspection Dept. (1) Conrock' T11C : kh f E ,rfrrac, TESTING EI)IGINEER r SAN DIEGO REVIE_M+ ED T.H. Chapman; RE. YA12882 FILE No. 5049-1 SUMMARY OF COMPRESSION JEST RESULTS JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1979 _ LAB NO. DATE CAST LOCATION IN STRUCTURE C34 MO. DA. 2759 8/15 Top third of precast panel #3. Bullocks #17 A-B-C. Made by TESD. 2760 8/15 Bottom third of precast panel #11. Bullocks #18 A-B-C. Made by TESD. 2761 8/16 Precast panel #15. Bullocks �A19 A-B-C. Made by TESD. 2762 8/16 Precast panel #21, south end, one third. Bullocks #20 A-B-C. Made by TESD. 3008 9/5 Footing under Panel #18. Bullocks #31 A-B-C. Made by TESD. 3134 9/12 Footing under Panel Bullocks #38 A-B-C. Made +� by TESD. (1) C:L. Peck Contractor (1.) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck Contractor, Attn: Ed Berry L Carlsbad City Building Inspection Dept. (1) Conrock WLC :kh FORM 16 JP PAGE THREE MIX No, 34-120R SPEC. 28-DAY STIR. 3000 Psi TYPE I -II CEMENT 5.5 SCY SPEC. SLUMP 5 IN. ADMIX. POZZ.- 30ON AGG. SIZE � IN. *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. AGE 52 2510 3400 60-day Disc. 8/23/79' 9/14/79 9/21/79 5k 1 2480 1 3250 1 60-day J *Disc. 22 1 2790 1 3840 1 60-day I *Disc. 5 1 2790 1 3750 1 60-day I *Disc. 32 1 2550 7 1 2250 TY �... Aft R TESTING ENGINEERS. SAN DIEGO REVIEWED BY William L. Cochrane, R.E. #24445 • FORM 4 J? 0 Testing Engineers —San Diego NDEVFryDfN s s o 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730'' REPORT OF COMPRESSION TESTS File #5049-1 DATE September 18, 1979 JOB: Bullocks Department.Store ADDP.Eas: 2557 El Camino Real,' Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge & Thomas, Inc.., S.E. ❑ LIGHT WT. CONCRETE XY01 MORTAR CONTRACTOR,: C.L. Peck ❑ GUNITE ❑ GROUT LABORATORY NUMBER C34-3132 MARK ON SPECIMEN Bullocks #36 A B C LOCATION IN STRUCTURE Wall, Line "A11 from 2 to 3 at 6 r -8" BRAND OF CEMENT UssD - - t'7z�'.g BRAND AND TYPE OF ADMIXTURE § SOURCE OF SAND - SOURCE OF ROCK - S / -MIX PROPORTIONS OR NUMBER - f 1 cement, 3 sand., 1/4 lime 7 SUPPLIER (CONCRETE) TRUCK NO. & TICKET NO. Job Mixed CIi?l y `} SLUMP OR KELLY BALL-0��� TEMPERATURE OF AIR . °F TIMP-ERATURE OF MIXTURE, °F SPECIMENS MADE BY Testing Engineers -San Diego DATE MADE . • • • • . September 11, 1979 DATE RECEIVED . • . • . • • Sept. 14, 1979 DATE TESTED • • • . • . . Sept. 18, 1979 AREA. SQUARE INCHES . - - • 3.14 ULTIMATE LOAD. Les. • • . 5600 CRUSHING STRENGTH LBS. PIER. $0. IN. 1780 AGE TESTED. DAYS 7 UNIT WEIGHT, LBS. PER. CU. FT. SPECIFIED STRENGTH 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry ( ) Carlsbad City Building Inspe i n Dept. (1) Masonry Builders v THC:kh TESTING ENGINEERS - AN DIEGO REVIEWED BY. T.H. -Chapman, IVE. Ii12882 ` •• FORM A Testing Engineers —San Diego OEA UEPE QfM' 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714)-225-9641 1903' West Vista Way, Unit B, Vista, California 92083 (714)-758-3730'"' REPORT OF COMPRESSION TESTS File YA5049-1 JOB. Bullocks Department Store ADDRESS: 2557 El Camino Real,. Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT:. Ladd, Kelsey, Woodard,, AIA ENGINEER: Steinbrugge & Thomas, Inc., S.E. CONTRACTOR: C.L. Peck DATE September 17, 1979 XXX PRISM ❑ REG. WT. CONCRETF- ❑ CORES ❑. LIGHT WT. CONCRETE P MORTAR ❑ GUNITE ❑ GROUT JP LAnoRATORY NUMBER C34-2989 MARK ON SPECIMEN Bullocks #27 A B Ci D E F LoCATIO?# IN STRUCTURE Prism test BRAND OF CEMENT U89D . BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND . . SOURCE OF 'ROCK . . • MIX PROPORTION$ OR NUMBER - Block: ASTM C90, Grade N-1 (high -stress) 10t1 SUPPLIER ICONCRETEY • TRUCK No. & TICKET No. SLUMP OR KELLY BALL - ,TEMPERATURE OF AIR TEMPERATURE OF MIXTURE 'F SPECIMENS MADE BY Testing Engineers -San Diego �I ^P CAR DATE MADE August 31, 1979 �V� DATE RECEIVED Sept. 4, 1979 DATE TESTED • . . . . . . Sept. 7, 1979 Sept. 14, 1979 AREA, SQUARE INCHES . . • . 86.40 84.48 ULTIMATE LOAD. Les. - 168000 210000 CRUSHING STRENGTH LBS. PER. SO. IN. 1940 2490 AGE TESTED. DAY* . . 7 14 UNIT WEIGHT. LBS. PER. CU. FT. SPECIFIED STRENGTH . ZSOO p S1 REPORTED TO: CLIENT (1) (1) (1) (1) (1) C.L. Peck Bullocks Department Stores Ladd, Kelsey, Woodard, AIA Steinbrugge & Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept. Masonry Builders THC:kh aING ENGINEERS SAN DIEGO REVIEWED BY. T.H: Chapman,I.E. #12982 • FORM 4 0 Testing Engineers —San Diego of NC[VtNCEN. of A O 3467Kurtz St., P.O. Box.80985, San Diego, Ca. 92138 . (714) 225-9541 ' �A 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 ` REPORT OF COMPRESSION TESTS JP File #5049-1 DATE September 17, 1979 J08: . Bullocks:Department Store ADDRESS: 2557 El Camino Real,- Carlsbad, California OWNER: Bullocks Department Stores XXX PRISM .ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ Rxa- WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge & Thomas-, Inc., S.E. ❑ LIGHT WT. CONCRETE A MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LABORATORY NUMBER C34-2990 MARK ON SPECIMEN Bullocks #28 A B C D E F LOCATION IN STRUCTURE Prism test BRAND OF CEMENT USXD . . BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND . - - SOURCE OF ROCK - - . MIX PROPORTIONS OR NUMBER - Block: ASTM C90, Grade N-1 (-high-stress) 1211 SUPPLIER (CONCRETE) - - TRUCK No. 6 TICKET NO. - SLUMP OR KELLY BALL TEMPERATURE OF AIR OF TEMPERATURE OF MIXTURE 'F SPECIMENS MACE BY - • • • - Testing Engineers -San Diego DATE MADE • - . . - . . August 31, 1979 DATE ReciewED - . - • - . . Sept. 4, 1979 DATET'ESTED - - Sept. 7, -1979 Sept. 7, 1979 9/14/79 ARIiA, SQUARE INCH" - 105..56 102.08 1.64:40 ULTIMATE. LOAD. Lss. CRUSHING STRENGTH L.138. PER. $Q. IN. 173000 1640 240000 2350 2-75000 630 AGE TESTED, DAYS - - - - 7 7 1- UNIT WEIGHT, L88. PER. CU. FT. SPECIFIED STRENGTH - 2500p si REPORTED TO: CLIENT (1) (1) (1) (1) (1) (1) C.L. Peck Bullocks Department Stores Ladd; Kelsey, Woodard, AIA Steinbrugge & Thomas, Inc.-, S.E. C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection DepCi� Masonry Builders THC:kh • • FORM 4 JP Testing Engineers —San Diego D 3467Kurtz St., P.O. Box'80985, San Diego, Ca. 92138 (714) 225-9641 Sam®,r4A 1903 West. Vista Way, UnitB, Vista, California 92083 (714) 758-3730' REPORT OF COMPRESSION TESTS File #5049-1 DATE August 23, 1979 JOB: Bullocks Department Store August 30, 1979 ADDRESS: 2557 E1 Camino Real, Carlsbad, California September 14, 1979 OWNER: Bullocks Department Stores XXX PRISMS ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ RKG. WT. CONCRETE ❑ CORES ENGINEER: Ste'inbrugge & Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE P MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LABORATORY NUMBER C34-2795 MARK ON SPECIMEN Boll-ocks #24 A B C LOCATION IN STRUCTURE Test prism BRAND OF CEMENT.UOSD - - BRAND AND TYPE OF ADMIXTURE. SOURCE OF SAND - SOURCE OF ROCK MIX PROPORTIONS OR NuMDER Grout: 34-142 / Block: #12801 OE CC HS SUPPLIER (CONCRETE) - - TRUCK No. .& TICKET NO. - - - SLUMP OR KELLY BALL - TEMPERATURE OF AIR 'F TEMPERATURE OF MIXTURE 'F SPECIMENS MADE BY . . Testing Engineers -San Diego PATE MADE . . . . . August 16, 1979 DATE RECEIVED . . . . . . . Aug. 20, 1979 DATE TESTED . . . . . • . Aug. 23, 1979 Aug. 30-, 1-979 Sept. 13, 1979 AREA. SQUARE INCHES . . . . 101.5 103.24 103.-82 ULTIMATE. LOAD. LBO. 181000 220500 0 CRUSHING STRENGTH LBs. PER. SQ. IN. 1780 2140 r59 AGE TESTED. DAYS 7 14 28 UNIT WEIGHT, LDS. PER. CU. FT. SPECIFIED STRENGTH . 2500 psi 'REPORTED TO: CLIENT (1) C.L. Peck (1) .Bullocks Department Stores (1) Ladd, Lelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry (Wf) Carlsbad City Building Inspection Dept. EST ING ENGINEERS -SAN DIEGO REVIEWED BY. WLC:kh William L. Cochrane, R.E. #24445 • FORM I6 JP ' Testing g O En ineers—San Die =` pFaNOEDfgpfN g 3467Kurtz St., P.O. Box-80985, San Diego, Ca. 92138 (714).225-9641 1903 West Vista Way, Unit B, Vista, California" 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS -PAGE. THREE JOB: Bullocks Department Store MIX No. 34-12OR _ SPEC. 28-DAY STR. 3090 Psi ADDRESS: 2557 El Camino Real TYPE I -II CEMENT 5.5 SCY SPEC. SLUMP 5 IN-. Carlsbad, California ADMIX. Pozz . 30ON AGG. SIZE 1 IN. • STORED & CURED. NOT TESTED YEAR: 197.9 ULTIMATE COMPRESSIVE STRENGTH, PSI_ OTHER SLUMP 7-DAY 28-DAY TEST RESULTS DATE MAILED LAB NO. DATE CAST LOCATION IN STRUCTURE C34 MO. DA. IN'. AGE 2759 8/15 Top third of precast panel 52 2510 3400 '60-day *Disc. 8/23179 #3. Bullocks #17 A-B-C. 9/14/79 Made by TESD. 2760 8/15 Bottom third of precast 54 2480 3250 60=day *Disc.. panel #11. Bullocks #18 A-B-C. Made by TESD. 2761 8/16 Precast panel #15. Bullocks 22 2790 3840 '60-day *Disc. #19 A-B-C. Made by TESD,. 2762 8/16 E Precast panel #21, south 5 2790 3750 60-day *Disc. end, one third. Bullocks #20 A-B-C. Made by TESD. 3008 9/5 Footing under Panel #18. 32 2550 Bullocks #31 A-B-C. Made by TESD. . (1) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck Contractor, Attn: Ed Berry (&) Carlsbad City Building Inspection Dept. (1) Conrock WLC:kh TESTING ENGINEERS. SAN DIEGO REVIEWED BY William L. Cochrane, R.E. #24445 < = y Testing Engineers —San Diego .awr 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9.641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 Page 1 of 2 LABORATORY NUMBER SD34-3341 INSPECTION REPORT DATE September 13, 1979 FILE: #5049-1, Permit #791529 JOB: Bullocks Department Store ADDRESS: 2525 El Camino Real, Carlsbad, California INSPECTION OF Reinforced Concrete Reinforced Masonry FABRICATOR OR ERECTOR: Hafer Steel CONTRACTOR. C. L. Peck Contractor SHOP FIELD XX PLANT DATE Reinforcing Steel: ASTM A-615, Grade 40 and 60 REG. HRS. Concrete Mixes: 34-120 (3000 psi, 5.5 sks.j_, O.T. HRS. 34-140 (3000 psi, 5.7 sks',) REINSP. HRS. Masonry Units: ASTM C-90, Grade N-1 INSPECTOR. DATE 9/4/79 REG. HRS. 6.5* O. T. HRS. REINSP. HRS. INSPECTOR . John E. Hanssel DATE 9/5/79 REG. HRS. 7.0* O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE 9/6/79 REG. HRS. 6.5* O. T. HRS. REINSP. HRS. INSPECTOR Reinforced Masonry: Observed the placement of masonry units and rein- forcing steel in walls on Line 1 from "A" to ."B",-and Line "A" from 1 to 3 plus 26'-0" to elevation of plus 41--81'. Cast three samples of mortar from wall on Line "A" between 3 and 4 at elevation of plus 3'-4", marked Bullocks #30. Reinforced Concrete: Inspected the placement of reinforcing steel in footings under precast Panels #2 through #22. Observed the placement of approximately 41.0 cubic yards of Mix 34-120 in footings under precast Panels #7 through #22. Cast three samples of concrete from footing under Panel #18, marked Bullocks #31 A-B-C, with slump of 32". Reinforced Masonry: Observed the placement of masonry units and reinfor- cing steel in walls on Line "A" from 5 plus 6'-0" to 9; and Line 9 from "A" to "C" to elevation of plus 1'-4". Cast three samples of mortar from wall on Line "A" between 6 and 7 at elevation of plus 0'-8", marked Bullocks #32 A-B-C. Reinforced Concrete_: Inspected the placement of reinforcing steel in Panel closures at Panels #13 throuth #23. Noted sand blasting method was used to remove material from reinforcing steel. Reinforced Masonry: Observed the placement of masonry units and reinforcing steel to elevation of plus 4'-8" in walls on Line "A" from-5 to 6'-0" to 9, and Line 9 from "A" to "C". 'k- 0 0 FORM I JP Testing Engineers —San Diego y 3467KurtzSt, P 0. Box 80985, San Diego, Ca. 92138 (714)225-9,641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758>3730 Page 2 of 2 LABORATORY NUMBER SD34-3341 BULLOCKS DEPARTMENT STORE DATE September 13, 1975 DATE 9/7/79 REG. HRS., 8. 0 O. T. HRS. REINSP. HRS. INSPECTOR DATE - REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRs. O. T. HRS. REINSP. HRS INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS INSPECTOR' DATE REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR DATE - REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR Reinforced Concrete: Inspected the placement of reinforcing steel in panel closures at Panels #3 through #12. Noted sand blasting method--.: was aged to remove material from reinforcing steel. Observed the placement of approximately 14.0 cubic yards of Mix 34-14 ' 0 in panel closures between Panels #11, 12, 135, 15, 179 18$ 1911 209 21,, and 22. Cast samples of concrete from wall panel closure at "E-8", marked Bullocks #33 A"B-C, with slump of 31-4". Met with Structural Engineer, Mr. Thomas, and toured site. *Hours prorated with other work. REPORTED To- L. Peck Contractor (1) Bullocks Department Stores, Attn: Mr. E. Jahns (1)' Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc,, S.E. TESTING ENG1'N R SAN DIEGO (1) C.L. Peck Contractor, Attn: Mr. U Berry X.,10) Carlsbad City Bldg. Insp. Dept RE THC :mg, 14 T, H, Chapman', E. �1#12882 - FORM IO JP Testing Engineers —San Diego p.,NpE>FHpfNj fin- V' G o O ` 3467Kurtz St., P.0.-Box 80985, San Diego, Ca. 92138 (714) 225-9.641 1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730" PILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks Department Store � Mix No. 34-142 GROUT PUMPSPEc. 28-DAY STIR. 3250 PsI ADDRESS: 255.7 El Camino Real TYPE CEMENT 7'S SCY SPEC. SLUMP 8-7'OIN. Carlsbad, California ADMIx. POZZ. 30OR. AGG. SIZE 3/8 .IN. YEAR: 1979 LAB NO. DATE' CAST LOCATION IN STRUCTURE C34 MO. DA. 2764 8/16 Prism test. Bullocks #22 A-B-C. Made by TESD.. 2987 8/31 Prism test. Bullocks #25 11 A-B-C. Made by TESD. (1) C.L. Peck Contractor (1) Bullocks De-partment Stores (1). Ladd, -Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck Contractor, Attn: Ed Berry (1) Carlsbad City Building Inspection Dept. WLC:kh STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE .OTHER SLUMP' 7-DAY 28--DAY MAILED TEST RESULTS IN. /' AGE /t --- L386 4720 60-day -*Disc. 8/23/79 9 /7/79 --__ -' 9/14/79 r --- ! 3300 TESTING ENGINEERS, SAN DIEGO REV EWED BY j William L. Cochrane, R.E. #24445 i FORM 4 JP r= . Testing Engineers —San Diego NDEGfN FN D P y 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 Y 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 • - REPORT OF COMPRESSION TESTS File #50449-1 DATE August 23, 1979 JOB: Bullocks Department Store August 30, 1979 ADDREss: 2557 El Camino Real, Carlsbad, California September 14, 1979 'OWNER: Bullocks Department Stores XXX-PRISMS ARCHITECT: Ladd, Kelsey, Woodard, AIA o REG. WT. CONCRETE CORES ENGINEER: Steinbrugge and Thomas, Inc., S.E. , ❑ LIGHT WT. CONCRETE P MORTAR CONTRACTOR: C.L. Peck I ❑ GUNITE ❑ GROUT LADORATORY NUMBER C34-2794 MARK ON SPECIMEN Bullocks #23 A B C LOCATION IN STRUCTURE Test prism BRAND OF CEMENT U890 . . BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND - - SOURCE or ROCK - - MIX PROPORTIONS OR NUMBER - Grout: 34-142 Block: #10801 OE CC HS SUPPLIER (CONCRETE) TRUCK No. 6 TICKET NO. SLUMP OR KELLY BALL TEMPERATURE OF AIR - •F ' TEMPERATURE OF MIXTURE 'F SPECIMENS MACE BY . Testing Engineers --San Diego DATE MADE . . . . . . . August 16, 1979 DATE RECEIVED Aug. 20, 1979 DATE TESTED - • - - . - . 4ug.� 23, 1979 Aug. 30, 1979 Sept. 14, 1979 AREA. SQUARE INCHES . • • • 84.96 85.44 85.92 ULTIMATE. LOAD. LESS. 173000 109500 230000 CRUSHING STRENGTH LBS. PER. SQ. IN. 2040 266880 AGE TESTED. DAYS 7 1230 UNIT WEIGHT. L136. PER. CU. FT. SPECIFIED STRENGTH . • • • 2500 psi REPORTED TO: .CLIENT �1 ) (1) (1) (1) (1> (a� C.L. Peck Bullocks Department Stores Ladd, Kelsey, Woodard, AIA Steinbrugge & Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept TESTING ENGINEERS - SAN, DIEGO #1REVIEWED BY. WLC:kh William L. Cochrane, R.E. #24445 ' FORM b JP Testing Engineers —San Diego O.NOEG(ryENl 346-7Kurtz St, P.O. Box80985, San Diego, Ca. 92138 (714)225-g641 0' 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5049-1 DATE August 232 1979 Joe: Bullocks Department Store September 143 1979 ADDRESS: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Stelnbrugge and Thomas, Inc., S.E-. ❑ LIGHT WT. CONCRETE X_TX MORTAR CONTRACTOR: C.L. Peck Contractor ❑ GUNITE ❑ GROUT LA©ORATORY NUM9ER C34-2763 MARK ON SPECIMEN Bullocks #21 A B C LOCATION IN STRUCTURE- Prism test BRAND OF -CEMENT USED - . . BRAND AND •TYPE OF ADMIXTURE - SOURCE OF SAND - SOURCE OF ROCK - - - MIX PROPORTIONS OR NUMa=R - No proportion specified SUPPLIER (CONCRETE) . TRUCK No. & TICKET No.. - - SLUMP OR KELLY BALL - TEMPERATURE OF AIR - '.F TEMPERATURE Or= MIXTURE. 'F SPECIMENS MADE BY • . . • Testing Engineers -San Diego DATE MADE August 16, 1979 DATE REcErvED Aug. 17, 1979 DATE'TES3TED • - - - • - - Aug. 23, 1979 Sept. 13, 1979 Stored & cured, AREA, SQUARE INCHES - 3.14 3.14 not tested ULTIMATE LOAD. Lee. . • - . 13260 16180 CRUSHING STRENGTH LBS. PER. Sa. IN. 4.220 5150 AGE TESTED, DAYS • • . • • 7 28 UNIT WEIGHT, LBS. PER. CU. FT. SPECIFIED STRENGTH 2500 psi REPORTED To: CLIENT ll ) (1) (1) M cl> C.L. Peck Contractor Bullocks Department Stores Ladd, Kelsey, Woodard, AIA Steinbrugge & Thomas, Inc., S.E. C.L. Peck Contractor, Attn: Ed Berry Carlsbad City Building Inspection Dept / TESTING ENGINEERS - SAN DIEGO A/ REVIEWED BY. WLC:kh 0 William L. Cochrane, R.E. #24445 -• FORM 4 Testing Engineers —San Diego oF.\NEVEMCf. 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641,�'' ?y 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS if - File #5049-12 Permit #791529 DATE September 12,, 1979 JOB. Bullocks Department Store ADOREss: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA CI REG. WT-. CONCRETE ❑ CcREs ENGINEER: Stelnbrugge & Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE X)5 MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LABORATORY NUMBER C34-3009 MARK ON SPECIMEN Bullocks #32 A B C LOCATION IN STRUCTURE Wall_, Line "A" .between 6 and 7, 0' -8" elevation BRAND OF CEMENT USZVX- - - - -Colton, Type I -II - BRAND AND TYPE of ADMIXTURE - Flintkote Lime, Type 'IS" SOURCE OF SAND - S E P l S 1979 SOURCE or ROCK . - MIX PROPORTIONS OR NUMB>t:R - 1 cement, 20 shovels sand, 1/4 lime C9•�'V (� C;i��.�ici 9 I SUPPLIER (CONCRETE) . . Job Mixed TRUCK No. & TICKET No: - - - E6 Ent Building Department SLUMP OR KELLY BALL. - - TEMPERATURE OF AIR - OF TEMPERATURE OF MIXTURE' 'F SPECIMENS MADE BY - . • • Testing Engineers -San Diego DATE MADE . - . • September 5, 1979 DATE REcr-ivED . . . . • • Sept. 6, 1979 DATE TESTED - Se-pt. 12, 1979 AREA, SQUARE INCHED - 3.14 ULTIMATE LOAD. LBs. - 5640 CRUSHING STRENGTH LBO. PER. SO. IN. 1800 AGE' TESTED. DAYS 7 UNIT WEIGHT. LBO, PER. CU. FT. SPECIFIED STRENGTH - 2500 psi REPORTED To: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd,. Kelsey, Woodard, AIA (1)- Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept. TESTING ENGI REVIEWED BY. SAN DIEGO THC:kh T.H.,thapman; t.E. #12882 Testing Engineers —San Diego 0,aV346 7 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FORM I PAGE I JP OF.�NOfVfNpfNC lo 4o dam. 4 ice•,? LABORATORY NUMBER SD34-3226 INSPECTION REPORT DATE August 31, 1979 FILE: #5049-1, Permit #7915R EC EW �,-� D JOB: Bullocks Department Store S�� , ADDRESS: 2557 El Camino Real, fiff.(b@f GARtc9ffAD INSPECTION OF Reinforced Masonry FABRICATOR OR ERECTOR: Masonry Builders and Hafer Steel CONTRACTOE C.. L. Peck Contractor SHOP FIELD XX PLANT 116 DATE Reinforcing .Steel: Xgff UYS' Grade 40 and 60 REG. HRS. Blocks: ASTM C90, Grade N-1 0.T.HRS. Grout Mix: 34-142 (7.5 sk.; 3250 psi) REINSP: HRS. Mortar: 2500 psi ^ INSPECTOR DATE 8/30/79 REG. HRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR -John E. Hanssel DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE 8/31/79 REG. HRS. 7.0' O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR Attended job meeting with representatives from Architects office, Contractor and Owner. Received test results from 2nd prism testing. Met with represen- tative of Masonry Builders Company. Inspected placement of vertical reinfor- cing steel in masonry wall area on Line 1 from "A" to "B" and -on Line "A" from 1 to 4. Noted #3 "U" bars at wall ends were not shipped to job. Hafer Steel was notified. Mr. Skip Wall from Architect's office recommended that additional prisms be cast in view of the marginal results obtained from the. 7 day and 14 day test on the 1st sets of prisms. This is to be accomplished as soon as possible. t Observed the placement of block masonry units on Line 1 from "A" to "B" and on Line "A" from 1 to 4.to elevation of plus 1'-4". Cast three samples of mortar from wall on Line "A" between 3 and 4 at elevation of plus W -8", marked Bullocks #29 A-B-C. Inspected the placement of horizontal reinforcing steel and floor dowels in locations where block masonry units were placed. Observed the assembly of six 12" block and six 10" block masonry unit prisims and the placement and compaction of grout in these prisms. Cast three samples of grout form these prisms, marked Bullocks #25 A-B-C. Cast three samples of mortar from these prisms, marked Bullocks #26 A-B-C. Six 10" block prisms were marked Bullocks.P27 A-B-C-D-E-F,_ and six 12" block prisms were marked Bullocks #28 A;B-C-D-E-F. REPORTED TO: (1) C.L. Peck Contractor (1) Bullocks Dept. Stores, Attn: Mr. E. Jahns (1) Ladd, Kelsey, Woodard., AIA (1) Steinbrugge & Thomas, Inc., S.E. TESTING ENGIN (1) C.L. Peck.Contractor, Attn: Mr, Ed Berry '(ef) Carlsbad City Building Insp. Dept._ THC:mg T� H, Chapman, I - SAN DIEGO #12882 . • FORM 4 0 Testing Engineers —San Diego - pEI- EGE pfN, V 3467Kurtz St.; P.O. Box-80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way; Unit 8, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS it - File #5049-1, Permit #791529 � .Nn DATA September 7, 1979 . JoB. Bullocks Department Store ` ADDREss: 2557 E1 Camino Real, Carlsbad, 1 ornia OWNER: Bullocks Department Stores _ ARCHITECT: Ladd, Kelsey, Woodard, AIA C. ! 9 ❑ RIEG. WT. CONCRETE [1 CORE$ ENGINEER: Stelnbrugge & Thomas, AIA ' ❑ LIGHT WT. CONCRETE X MORTAR CONTRACTOR: C.L. Peck 1 SA ❑ GUNITE ❑ GROUT LAuoRATORY NUMBER C34-2988 BU; E De dn' evI din9 MARK ON SPECIMEN Bullocks #26 A B C LOCATION IN STRUCTURE Prism test BRAND OF CEMENT USZD . BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND - - - SOURCE OF ROCK - - MIX PROPORTIONS OR NUMBER - 1 Cement, 1/4 lime, 20 shovels sand " SUPPLIER (CONCRETE) . . . Job Mixed TRUCK No. & TICKET NO. - - - SLUMP OR KELLY SALL TEMPERATURE OF AIR 'F TEMPERATURE OF /MIXTURE 'F SPECIMENS MADE BY . . .Testing Engineers -San Diego DATE MADE . . . . . • . August 31, 1979 DATE RECEIVED . . . Sept. 4, 1979 DATE TESTED . • . . . . • Sept . 7, 1979 ARr.A, SQUARE INCHES - - - - 3.14 ULTIMATE LOAD. LB$. - . • • 6400 CRUSHING STRENGTH LOS. PER. SQ. IN. 2040 AGE TESTED. DAYS . •. 7 UNIT WEIGHT. LBS. PER. Cu. FT. SPECIFIED STRENGTH . • . . 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, -Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry (21 Carlsbad City Building Inspection Dept. T HC : kh TESTING ENGINEERS - DI1 REVIEWED BY. T.H. C apman, R.E 1#12882 FORM 16 JP 0 Testing Engineers —San Diego O`. NaEDFNOFNS 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 714 225-9641 Q 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO _ JOB: Bullocks Department trf � �'a ADDRESS: 2557 El CaminKeal Carlsbad, California- YEAR: 1979 Fwnt LAB NO. DATE CAST LOCA+ 1fII����L! 9ZtYCT�RE� t C34 MO. DA. 2672 8/8 Footing "F-7". Bullocks #9 A-B-C. Made by TESD. MIX NO. 34-120R - SPEC. 28-DAY STR. 3000 PSI TYPE I -II CEMENT 5.5 SCY SPEC. SLUMP 5 IN. ADMIX. POZZ. 30ON AGG. SIZE 1 IN. STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY I 28-DAY' TEST MAILED RESULTS IN. AGE 3 2580 3700 60-day Disc. 8/16/79 9 /7/79 2673 8/8 Footing "C-7". Bullocks 3 2650 3750 60-day *Disc. #10 A-B-C. Made by TESD. 2674 _ 8/8 Grade beam, Line 3 from --- 2580 3780 60-day "A" to "B". Bullocks #11 _'Disc. A-B-C. Made by TESD. 2675 8/8 Grade beam;:Line 4 from 42 2760 3680 60-day *Disc. "A" to "B". Bullocks YA12 A-B-C. Made by TESD. 2676 8/8 Footing "A-2". Bullocks 62 2350 3240 60-day 'Disc. #13 A-B-C. Made by TESD.. 2677 8/8 1 Footing "A-7". Bullocks #14 A-B-C. Made by TESD. 267-8 8/8 1 Footing "C-8". Bullocks #15 A-B-C. Made by TESD. 2679 8/8 Grade beam, Line 8 and 9 from "A" to' "B". Bullocks #16 A-B-C. Made by TESD. (.1) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas,. Inc., S.E. (1) C.L. Peck;Contractor, Attn: Ed Berry �X) Carlsbad City Building Inspection Dept. (1) Conrock THC : kh 4 1 2.710 1 375.0 1 60-day. I *Disc. 42 1 2480 1 3360 1 60=day I *,Disc. 4 E 2480 1 3360 1 60-day J 'Disc. TESTING ENGINEER , AN DIEGO (REVIEWED BY TChapman, . . R .E. #12882 • 0 FORM 16 JP 0 Testing Engineers —San Diego pF.\NDEDEHpEH' 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 4° ''`+.tea+ 0 1903 West Vista Way, Unit B; Vista, California -92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks Department Store Mix No. 34-120R SPEC. 28-DAY STR. 3000 PsI ADDRESS: 25$7 E1 Cami a� TYPE I —II CEMENT 5' S SCY SPEC. SLUMP 5 IN. Carlsbad, Ca l%!a Pozz. 300N 1 ADMIX. AGG. SIZE IN. *STORED & CURED. NOT TESTED YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH. PSI - OTHER DATE LAB NO. DATE �/ (� y� - CAST LO¢`AI�JI� IlY TR i�F�sO,1i�� SLUMP 7•DAY 28•DAY TEST RESULTS MAILED C34 MO. DA. `vim y. �+� IN. AGE 2641 8/7 Footing "G-2". Bullocks 3 2620 3710 60-day '*Disc. 8/16/79 #1 A-B-C. Made by TESD. 9/7/79 2642 8/7 Footing-"E-3". Bullocks 5 2950 4070 60-day *Disc. #2 A-B-C. Made by TESD. 2643 8/7 Footing at southwest corner 44 2760 3570 60-day *Disc. On Line "G". Bullocks #3 A-B-'C. Made by TESD. 2644 8/7 Footing "G-4". Bullocks 32 2830 3820 60-day *Disc. #4 A-B-C. Made by TESD. 2645 8/7 Footing "E-4". Bullocks 32 2580 3610 60-day *Disc. YP5 A-B-C. Made by TESD. 2646 8/7 Footing "E-5". Bullocks 22 2720 3820 60-day*Disc. #6 A-B-G. Made by TESD. 2670 8/8 Footing "H-5 ". Bullocks 4 2690 3770 60-day , *Disc. #7 A-B-C. Made by TESD. 2671 8/8 Footing "F-6". Bullocks 3 2650 3730 60-day '-Disc. #8 A-B-C. Made by TESD. ('1) G.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard; AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck Contractor, Attn: Ed Berry 01') Carlsbad City Building Inspection. Dept. (1) Conrock THC:kh TESTING EN REVIEW T . H. ' Cha DIEGO R.E. #12882 FORM i6 JP Testing Engineers —San Diego OF.,XCE.[M,Nf o goo 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0' 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks Department Store, Mix No-2 4-142 GROUT PUMPSPEc. zs-DAY STIR. Psi PSI ADDRESS: 2557 El Camino Real TYPE CEMENT - 7.5 SCY SPEC. SLUMP 8-10 IN Carlsbad, California ADMIX. Pozz. 30OR AGG. SIZE 3/8 IN. YEAR: 1979 LAS NO. DATE CAST LOCATION IN STRUCTURE C34 MO. DA. 2764 8/16 Prism test. Bullocks YP22 A-B-C. Made by TESD. 2987 8/31 1 Prism test. Bullocks #25 A-B-C. Made by TESD. R e� kLr V 6 Ci Y OF CARLSB D 1f,Idi 1g DepartC"i s"t (1) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, -Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck Contractor, Attn: Ed Berry (17 Carlsbad City Building Inspection Dept. NLC : kh "STORED & CURED. NOT TESTED ULTIMATE COMPRESSIV SLUMP 7•DAYY8•DAY IN. --- 1 3865 --- 1 3300 STRENGTH. PSI -- OTHER DATE TEST RESULTS MAILED AGE 8/23/79 9 /7/79 TESTING ENGINEERS, SAN DIEGO REV EWED BY D William L. Cochrane, R.E. #24445 FORM 4 JP 0 Testing Engineers —San Diego °. NOEDFy°FN� O 3467Kurtz St, P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 ' 0 1903 West Vista Way, Unit B, Vista; California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS I File #5049-1, Permit #791529 DATE September 7, 1979 JOB: Bullocks Department Store ADDPEss: 2557 El Camino Real., Carlsbad, California OWNER: Bullocks Department Stores , ARCHITECT: Ladd, Kelsey, Woodard, AIA p REG. WT. CONCRETE ❑ CORES ENGINEER: Stelnbrugge & Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE X4X MORTAR CONTRACTOR: C.L Peck ❑ GUNITE- ❑ GROUT LABORATORY NUMBER C34-2991 MARK ON SPECIMEN Bullocks #29 A B C LOCATION IN STRUCTURE Wall on Line "A" from 3 to 4 at plus 0' -8" elevation BRAND OF CEMENT US= Q BRAND AND TYPE OF ADMIXTURE z SOURCE OF SAND SOURCE OF ROCK . . MIX PROPORTIONS OR NUMBER - 1 cement, 1 /4 lime, 20 shovelq/4fi(b SUPPLIER (CONCRETE) Job Mixed �lpr/• I r,�Q. TRUCK NO. 6 TICKET NO. . - SLUMP OR KELLY BALL �I `tyt , TEMPERATURE OF AIR. • 'F TEMPERATURE OF 11 MIXTURE 'F SPECIMENS MALE BY - - Testing Engineers -San Diego DATE MADE . . . • . . . August 31, 197-9 DATE RECEIVED - Sept. 4, 1979 DATE TESTED . . . • • . • Sept. 7, 1979 AREA, SQUARE INCHES . . • • 3.14 ULTIMATE LOAD. Les. 4060 CRUSHING STRENGTH LOB. PER, SG. IN. 1290 AGE TESTED. DAYS - - 7 UNIT WEIGHT. L06. PER. CU. FT. SPECIFIED STRENGTH. 2500 psi REPORTED TO: CLIENT ] ) (1) (1) <1) (1) C.L. Peck Bullocks Department Stores, Attn: E. Jahns Ladd, Kelsey, Woodard, AIA Steinbrugge & Thomas, Inc., S.E. C.L. Peck,.Attn: Ed Berry Carlsbad -City Building Inspection_Dept. THC:kh TESTING ENGINEErj�8 AN DIEGO REVIEWED BY. i f�. T.H. Chapman, ,i .E . #12882 9- Testing Engineers —San Diego 3467Kurtz St., P.O. Box 80985, San:Diego, Ca. 92138 (714) 225-9641 1903 -West Vista Way, Unit B, -Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5049-1, Permit #791529 DwrE September 11, 1979 JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, ALA ❑ REG. WT. CONCRETE ❑ CORE$ ENGINEER: Steinbrugge & Thomas, Inc., S.E . ❑ LIGHT WT. CONCRETE X)�J[ MORTAR CONTRACTOR: C'.L. Peck ❑ GUNITE ❑ GROUT LABORATORY NumsER C34-3007 I MARK ON SPECIMEN Bullocks #30 A B C - _T LOCATION IN STRUCTURE Wall on Line "A" from 3 to 4 at elev. of plus 3 ' -4" BRAND OF CEMENT USED. - Colton, Type I -II BRAND AND TYPE OF ADMIXTURE - Flintkote Lime, Type IIS11 SOURCE OF SAND . . . SOURCE OF ROCK - - - _MIX PROPORTIONS OR, NUMBER 1 cement, 20 shovels Sand, 1/4 lime SUPPLIER (CONCRETE) . . . . Job Mixed TRUCK No. & TICKET NO. - - - SLUMP OR KELLY BALL_ - - TEMPERATURE OF AIR - 'F TEMPERATURE OF MIXTURE �F SPIEC1.MENS MADE BY . Testing Engineers -San Diego DATE MADE • - . - • - - .September 4, 1979 DATE RECEIVED - Sept.. 6, 1979 ' DATE TESTED . . Sept. 11, 1979 AREA. SQUARE INCHES - - - - 3.14 ULTIMATE LOAD. Less. - 6160 CRUSHING STRENGTH LRiS. PER. SQ. IN. 1960 AGE TESTED. DAYS• 7 . UNIT WEIGHT. LBS. PER. CU. FT. SPECIFIED 'STRENGTH . . 2500 psi REPORTED TO: CLIENT (1) ,C.L. Peck (1) - Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry (A'} Carlsbad City Building Inspection Dept. THC : kh TESTING ENGINEERS REVIEWED BY. 14 T.H. Chapma , .E. DI EGO 82 C?_�_ ? August 31, 1979f�" 9 OU"4iq � I 40 t m o c*� o CITY OF 'CARLSBAD Q U > 00 CO Q o N N o Director of Building and Housing . m 1200 Elm Street , j 0 co v Carlsbad, California 92008 aoo r o o Attention: Richard •Osburn y o Z n, co CO m p. Y o o Subject: BULLOCK'S/CARLSBAD II 3 Project No_ 78040-00 z Dear- Mr. Osburn: This letter is to confirm our telephone conver- sation of August 21. 1979e We- discussed plain - faced 3750 PSI block/2500 PSI net masonry walls to be installed on the lower level of the subject building. We also reviewed the requirement for prism tests "in advance -of beginning operations" imposed for the masonry in question by section 2404, paragraph 2A of the Uniform Building Code and by our specifications. In order to facilitate- a 'tight construction sched- ule, I forwarded a request from -the General Con- tractor for a waiver of the Code requirement for a 28-day prism test -prior to the construction of the -wall. My understanding was that a waiver of the advance prism test was acceptable if: A. The 28-day masonry block tests confirmed the design strengths. B. Other design and Code requirements were strictly adhered to. Ls Mr. Richard .Osburn CITY OF CARLSBAD August 31, 1979 Page Two- C. Prism tests -during construction were conducted in the manner.required by the Code. If my understanding of the waiver is not correct, kindly advise me as soon as possible. Very truly yours, P. B. Wall, Jr. PBW/wlw cc:. Jahns, E. Lehnen, T. Enerson, D. Thomas, D. w. FORM 4 JP © Testing Engineers —San, Diegogoo OF.,NOEPFNOf f 3467Kurtz St., P.O. Box.80985, -San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730" REPORT OF COMPRESSION TESTS File. #5049-1 . -DATE August 23, 1979 JOB. Bullocks, Department Store August 30, 1979 ADDRESS: 2557 E1 Camino Real, Carlsbad, California. Ow.NER: Bullocks Department Stores XXX PRISMS ARCHITECT- Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ GORES ENGINEER: Steinbrugge & Thomas, Inc., 'S.E. ❑ LIGHT WT. CONCRETE A MORTAR CONTRACTOR: C.L. Peck ❑ GUNITS ❑ GROUT L.AvoRATORY NUMBER C34-2795 I MARK ON SPECIMEN Bullocks #24 A B C 'L-OCATION IN STRUCTURE Test prism BRAND OF CEMENT USZD BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND - - A SOURCE OF ROCK - - - �� 1979 _ MIX PROPORTIONS -OR NUMBER Grout: 34-142 / Block: #12801 OE CC HS j Or SUPPLIER (CONCRETE) �(j�l,l7 n-i - TRUCK NO. & TICKET NO. - t1�F(1L7t>� f SLUMP OR KELLY BALL TEMPERATURE OF AIR 'F TEMPERATURE OF MIXTURE 'F SPECIMENS MADE -BY Testing Engineers -San Diego DATE MADE • • • • • • . August 16, 1979 DATE RECEIVED - Aug. 20, 1979 DATE TESTED . - - - - - - Aug. 23, 1979 -Aug. 30, 1979 AREA. SQUARE INCHES 101.5 103.24 ULTIMATE LOAD. Lee. 181000 220500 CRUSHING STRENGTH LBS. PER. SQ.,IN. 1780 2140 . AGE TESTED. DAYS . • . . . 7 14 UNIT WEIGHT, LBS. PER. CU. FT, SPECIFIED STRENGTH . . • . 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores (1) Ladd, Lelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry Al Carlsbad City Building Inspection Dept. WLC : kh TESTING ENGINEERS - SAN DIEGO REVIEWED BY. William L. Cochrane, R.E. #24445 Testing Engineers —San Diego O 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS FORM 4 ,Ot.\NDFDIHDf ! i =J` File #5049-1 DATE August.23, 1979 Joe. Bullocks Department Store August 30, 1979 -ADDRESS: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores XXX PRISMS ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge and Thomas, Inc., S.E . ❑ LIGHT WT. CONCRETE P MORTAR CONTRACTOR: C.L. Peck 1. ❑ GUNITE ❑ GROUT LAQORATORY NUMBER C34-2794 MARK ON SPECIMEN Bullocks #23 A B C LOCATION IN STRUCTURE Test prism BRAND OF CEMENT USKO . BRAND AND TYPE OF ADMIXTURE - cmk SOURCE OF SAND• - - - A SOURCE OF ROCK - - - LIS � � 1979 MIX PROPORTIONS OR NUMBER - SUPPLIER (CONCRETE) Grout: 34-142 Block: #10801 OE CC HS �` CITY R P . TRUCK Na. b TICKET o. - - No.L.8�� G.�:f �' , ,- /� I "�'?Is F ° SLUMP OR KELLY BALL . o{j {�D g i TEMPERATURE OF AIR . or TEMPERATURE OF MIXTURE 'F SPECIMENS MADE BY . Testing Engineers -San Diego DATE MADE . . . . . . . August 16, 1979 DATE RECEIVED . . . Aug. 20, 1979 DATE TESTED - - - Aug. 23, 1979 Aug. 30, 1979 AREA, SQUARE INCHES . - - - 84.96 85.44 ULTIMATE LOAD: LB9. 173000 109500 CRUSHING STRENGTH LBS. PER. $Q. IN. 2040 2230 AGE TESTED. DAYS • . . . . 7 14 UNIT WEIGHT. LBS. PER. CU. FT. SPECIFIED STRENGTH • • . . I 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1)' Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry (1) Carlsbad City Building Inspection Dept. T STING ENGINEERS - SAN DIEGO REVIEWED BY. WLC:kh William L. Cochrane, R.E. #24445 E . 0 Testing Engineers —San Diego 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 `q 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FORM I PAGE I JP D�.�NDFVfHpfN s A j 4 LABORATORY NUMBER SD34=3157 INSPECTION REPORT DATE August 29, 1979 FILE:. 5049-1, Permit #791529 JOB: Bullocks Department Store ADDRESS:2557 El Camino Real, Carlsbad, California DATE REG. HRS. O.-'. HRS. REINSP. HRS INSPECTOR DATE 8/23/79 REG. HRS. 1.0* O. T. HRS. REINSP. HRS. INSPECTOR John E. Hanssel DATE REG. HRS, O. T. HRS, REINSP. HRS INSPECTOR DATE REG. HRS. . O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. H-RS. INSPECTOR INSPECTION OF Reinforced Masonry FABRICATOR OR ERECTOR: C. L. Peck Contractor CONTRACTOR: C. L. Peck Contractor SHOP FIELD XX PLANT Reinforcing Steel: ASTM A615, grade 40 and 60 Inspected sand blasting of reinforcing steel footing dowels, and removal of laitance from walls to receive block masonry along the north wall and portions of east and west walls. *Hours AUG 3 11979 CITY of itid� b P�rf/n REPORTED TO: (1) C.L. Peck Contractor -(1) Bullocks Department Stores, Attn: Mr. E. Jahns. (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. TESTING ENGINEERS - SAN DIEGO (1) C.L. Peck Contractor, Attn: Mr. Ed Berry d R VIEWED BY. City of Carl Building Insp . Dept. WLC:mg William L. Cochrane, R.E. #24445 Testing Engineers—. Diego HDFVFHpfNt = JP - 3467Kurtz St., R, O. Box 80985, San Diego, Ca. 92138- (714) 225-9641 1903 West Vista Way, -Unit B, Vista, California, 92083 (714) 758-3730 LABORATORY NUMBER SD34-3040 FILE: #5049-1, Permit #79-1529 AUG2U21979 JOB: Bullocks Department Stor CITY OF A LS Building Dee artmant ADDRESS: 2557 El Camino Real DATE REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR DATE 8/13 /79 REG. HRS. 0'.5* O. T. HRS. REINSP. HRS. INSPECTOR Jack Haftssel DATE 8/14/79 REG. HRS: 7.5* O. T. HRS, REINSP. HRS. INSPECTOR DATE August 21, 1979 INSPECTION OF Reinforced Concrete and Reinforced Masonry FABRICATOR OR ERECTOR: Masonry Builders and Hafer Steel CONTRACTOR: C. L. Peck SHOP FIELD ;K PLANT .Reinforcing Steel: ASTM A6150 Grade 40 and 60 . Concrete Mix 34-12OR (5.5 sacks, 3000 psi) Grout Mix: 34-142 (7.5 sacks, 3250 psi) Mortar: Type 'IS" (2500 psi) Met with Superintendent and discussed design mix for 3000 psi pump concrete for precast panel connections and 2000 psi pump mix for slab -on -grade. Contacted lab to design these mixes. Notified that concrete samples each 50 cubic yards were waived in lieu of each 100 cubic yards. Verified that reinforcing steel in precast panels require inspection on August 14. inspected the placement of reinforcing steel in precast panels #2 through #13. Except for mislocated elevator pit wall dowels.at "D " plus 13'-10" on Line 1, which were corrected, all reinforcing steel was in accordance with drawings. DATE 8f15/79 Witnessed the placement of approximately,180.0 cubic yards of concrete in REG. HRS. 6.0* precast wall panels YA2 through #13. Cast two .sets of 3 samples from O.T. HRS. locations as follows: Panel IA3; top third, marked Bullocks IP17 A-B-C, with REINSP. HRS. slump and panel #11, bottom third, marked Bullocks #18 A-B-C, with INSPECTOR slump of 5 4". Inspected the placement of reinforcing steel in precast panels #14 through #24. DATE 8/16/79 Observed the placement of approximately 136.0 cubic yards of concrete in pre- REG.HRS. 6.5' cast wall panels #14 through #24. Cast two sets of three samples of concrete 0.T.HRS. from locations as follows: precast panel #15, marked Bullocks #19 A-B-C, with REINSP. HRS. slump of 2i"; and precast panel 1i21, south third, marked Bullocks #20 A-B-C, INSPECTOR With s lump of 5 ". •FORM 1 JP L Testing Engineers —San Diego O`.,NOfVFryFf . 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit B, Vista, California 92083 (71-4) 758-3730 'Page 2 of 2 LABORATORY NUMBER SD34-3040 JOB NAME: Bullocks Department Store DATE August 21, 1979 DATE$/16/79 Witnessed the assembly of two sets of three block masonry prisms, marked REG. HRS. (Cont 1A)l Bullocks #23 A-B-C, and Bullocks #24 A-B-C. Cast 3 samples of mortar from 0.T.HRS. prisms, marked Bullocks #21 A-B-C, and 3 samples of grout from prisms, marked REINSP. HRS. Bullocks #22 A-B-C. INSPECTOR - DATE REG. HRS. O. T. H RS. REINSP. HRS INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. -REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. < REINSP. HRS. INSPECTOR DATE REG, HRS. O. T. H RS. REINSP. HRS. INSPECTOR *Prorated with other work. REPORTED TO: (1) C. L. Peck Contractor - (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinburgge & Thomas, Inc., S.E. (1) C. L. Pec•k.Contractor, Attn:Mr. Ed Berry City of Carlsbad Building Inspection Dept. WLC : fh TESTING ENGINEERS - SAN DIEGO REVIEWED BY. William L. Cochrane, R.E. #24445 Testing Engineers —San, Diego 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 'REPORT OF COMPRESSION TESTS FORM 4 'OE.ENOEVINOfNI, d, File #5049-1 DATE August 23,' 1979 J66: Bullocks Department Store ADDRESS: •2557 E1 Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Ste inbrugge and Thomas, Inc . , S.E. ❑ LIGHT WT. CONCRETE X)a MORTAR CONTRACTOR: C.L. Peck Contractor ❑ GUNITE ❑ GROUT LAaORATORY NUMBER C34-2763 MARK ON SPECIMEN Bullocks #21 A B C LOCATION IN STRUCTURE Prism test ERRAND OF CEMENT USED . . BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND . • SOURCE OF ROCK • - - MIX PROPORTIONS OR NUMBER NO proportion specified SUPPLIER (CONCRETE) TRUCK NO. & TICKET No. - - - SLUMP OR KELLY SALL - - - - TEMPERATURE OF AIR - 'F TEMPERATURE OF MIXTURE SPECIMENS MADE BY - .• . • Testing Engineers -San Diego DATE MADE . • . . • . August 16, 1979 �. DATE RECE1vED . . . . Aug. 17, 1979 • DATE TESTED . . . • . . . Aug. 23, 1979 ` qt AUG' AREA, SQUARE INCHES 3.14 ULTIMATE LOAD. Las. CRUSHING STRENGTH LBS. PER. SQ. IN. 13260 4220 Jyj _q C 1 OF I-@ LS BA AGE TESTED, DAYS - - 7 nY DoCt .I'i}Ci i'' UNIT WEIGHT,. LBS. PER. CU. FT. SPECIFIED STRENGTH - - - 2500 -psi REPORTED TO: CLIENT (1) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C-L. Peck Contractor, Attn,: Ed Berry �Ioy Carlsbad City Building. Inspection Dept. WLC.-kh TESTING ENGINEERS - SAN DIEGO EVIEWED BY. William L. Cochrane, R.E. #24445 FORM 4 0 Testing Engineers —San Diego E.WDE>ENpEH ,0 4 a D 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS 1P File #5049-1 DATE August 23, 1979 JOB: Bullocks Department Store ADDRESS: 2557 E1 Camino Real, Carlsbad, California OWNER: Bullocks Department Stores XXX PRISMS -ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ RKG. WT. CONCRETE ❑ CORES ENGINEER: Stelnbrugge & Thomas, Inc., S..E. ❑ LIGHT WT. CONCRETE A MORTAR CONTRACTOR: C.L. Peck O GUNITE O GROUT LAflORATORY NUM6ER C34-2795 MARK ON SPECIMEN Bullocks #24 A B C LOCATION IN STRUCTURE Test prism BRAND OF CEMENT USID - - BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND - SOURCE OF ROCK . . _ . MIX. PROPORTIONS OR NUMBER - Grout: 34-142 / Block: #10801 OE CC HS SUPPLIER (CONCRETE) - TRUCK No. & TICKET NO. - - - - SLUMP OR KELLY BALL - TEMPERATURE OF AIR *F TEMPERATURE OF MIXTURE 'F SPECIMENS MADE BY . - . . Testing Engineers -San Diego DATE MADE . . . • • . • August 16, 1979 DATE RECEIVED Aug. 20, 1979 TESTED . . . • . . • Aug, 23, 1979 _DATE AREA, SQUARE INCHES . . . 101.5 CITY ` y�2 "E ULTIMATE -LOAD. LSS. 181000 ° � a v 1, 1780 Ulct inl tg Ppparti CRUSHING STRENGTH LOS. PER. SQ. IN. ej-,a AGE TESTED. DAYS - - 7 UNIT WEIGHT. LBO. PER. CU. FT. - SPECIFIED STRENGTH - 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores (1) Ladd, Lelsey, Woodard, AIA (1) Ste"inbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept. WLC : kh , TESTING ENGINEERS - SAN DIEGO REVIEWED BY. William L. Cochrane, R.E. #24445 • FORM iE Jr Testing Engineers —San Diego DF.NDEGfND,H oy o 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 s 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAG' ONE JOB: Bullocks Department Store_' ADDRESS: 2557 El Camino Real .Carlsbad, California YEAR: 1979 LAB NO. DATE CAST C34 MO. DA. 2764 1 8/16 LOCATION IN STRUCTURE Prism test. Bullocks #22 A-B=C. Made by TESD. (1) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck Contractor, Attn: Ed Berry. Carlsbad City Building Inspection Dept. MIX No. 34-142 GROUT PUMPSPEC. 28•DAY STR. 3250 PSI TYPE CEMENT 7.5 SCY SPEC. SLUMP 8-10 1N. ADMIX. Po2Z. 30OR AGG. SIZE 3/8 IN. * STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 1, 28•DAY TEST RESULTS MAILED IN. I I AGE --- 1 3865 8/23/79 d ' � 8 "D AUG 2 41979 CUI IN OF "ARLci�BAIJ But iid-irl, DoPutmCr, i TESTING ENGINEERS. SAN DIEGO REWEWED BY _ WLC : kh William L. Cochrane, R.E. #24445 „ R IrORM 4 © Testing Engineers —San Diego NDEVFNpfN O 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 ' REPORT OF COMPRESSION TESTS JP File #5049-1 DATE ' August 23, 1979 JOB: Bullocks Department Store ADDR><ss: .2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores XXX PRISMS ARCHITECT: Ladd, -Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE ❑ CORES ENGINEER: Stelnbrugge and Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE P MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑- GROUT LAE3oRATORY NUMBER C34-2794 I MARK ON SPECIMEN Bullocks #23 A B C LOCATION IN STRUCTURE Test prism BRAND OF CEMENT USED . . BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND . . . . SOURCE OF ROCK . . . r MIX PROPORTIONS OR NumawR C'3 Grout: 34-142 / Block: #1,0801 OE CC HS SUPPLIER (CONCRETE) - tG 2 1979 1' 1 L3 AUG TRUCK NO. 6 TICKET No. - SLUMP OR KELLY BALL AIR 'F SjG COF \ TEMPERATURE OF - TEMPERATURE OF MIXTURE _. i uilding4[t-t7Clii SPECIMEN6 MADE BY Testing Engineers -San Diego DATE MADE . . . . . . August 165, 1979 DATE RECEIVED . . . • . . . Aug. 20, 1979 DATE TESTED - - Aug. 23, 1979 AREA, SQUARE INCHES • . • . 84.96 ULTIMATE LOAD. LBO. - 173000 CRUSHING STRENGTH LOS. PER. SQ. IN. 2040 AGE TESTED, DAYS . 7 UNIT WEIGHT. LBO. PER. CU. FT. SPECIFIED STRENGTH . . . 2500 psi \ REPORTED TO: CLIENT (1) C.L. Peck. (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA• (1) Steinbrugge & Thomas, Inc., S.E. (1), C.L. Peck, Attn.- Ed Berry ae) Carlsbad City Building Inspection Dept. TESTING ENGINEERS - SAN DIEGO REVIEWED BY. WLC:kh William L. Cochrane, R.E. #24445 FORM 16 J• MYL Testing Engineers —San Diego s A - 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 d "' FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE- THREE job: Bullocks Department Store ADDRESS: 2557 El Camino Real -Carl.sbad, California YEAR: 1979 LAB NO. DATE CAST LOCATION IN STRUCTURE r..41L MO. DA. MIX No. 34-120R SPEC, 2-8-DAY STR. 3000 PSI TYPE I -II CEMENT 5.5 SCY SPEC. SLUMP 5 IN. ADMIX. POZZ. 30ON AGG. SIZE 1 .IN. • STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST MAILED RESULTS IN. I I AGE 2759 8/15 Top third of precast panel 52 2510 Yk3. Bullocks #17 A-B-C.. Made by TESD. 2760 8/15 Bottom third of precast 54 2480 panel #11. Bullocks #18 A-B-C. Made by TESD. 2761 8/16 Precast panel #15. Bullocks 22 2790 #19 A-B-C. Made by TESD. 2762 8/16 Precast panel #21, south 5 2790 end, one third. Bullocks #20 A-B-C. Made by TESD. dT Off` C4 LS ,gp�,,,r) �ildi 1g4PartMeu e C;' J! (1) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck Contractor, Attn: Ed Berry Carlsbad City. Building Inspection Dept. �(1) Conrock WLC:kh 8 /2'3 /79 TESTING ENGINEERS, SAN DIEGO REVIEWED BY William L. Cochrane, R.E. #24445 FORM 16 Jt 0 Testing Engineers —San Diego NOE>FNOf r 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 . 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE- TWO JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real Carlsbad, California YEAR. 1979 LAB NO. DATE C34 MO. LOCATION IN STRUCTURE O. DA. 2612 8/8 Footing "F-7 ". Bullocks #9 A-B-C. Made by TESD. 2673 8/8 Footing "C-7". Bullocks #10 A-B-C. Made by TESD. 2674 8/8 Grade beam, Line 3 from "A" to "B". Bullocks #11 A-B-C. Made by TESD. 2675 8/8 Grade. beam, : Line 4 from ►rA" to "B". Bullocks #12 A-B-C. Made by TESD. 2676 8/8 Footing "A-2 ". Bullocks #13. ,A-B-C. Made by TESD. 2677 8/8 Footing "A-7". Bullocks #14 A-B-C. Made by TESD. 2678 8/8 Footing "C-8". Bullocks #15 A-B-C. Made by TESD. 2679 8/8 Grade beam, Line 8 and 9 from "A" to "B". Bullocks #16 A-B-C. Made by TESD. (3) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbergge & Thomas, Inc., S.E. (1) C.L. Peck;Contractor, Attn: Ed Berry 06Carlsbad City Building Inspection Dept. (1) Conrock THC : kh MIX No. 34-120R SPEC. 28-DAY STR. 3000 PSI TYPE I -II CEMENT 5.5 SCY SPEC. SLUMP 5 IN. ADMIX. POZZ . 30ON AGG. SIZE 1 IN, *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 26-DAY TEST RESULTS MAILED IN. AGE 3 2580 8/16/79 3 1 2650 R E: 42 2760 A U"G 1979 62 2350 C11 OF RLs 11ding p Aartr �n 4 1 2710 4 2 1 2480 4 1 2480 TESTING ENGINEER AN DIEGO REVIEWED BY T. Chapman, R.E. #12882 NOFOfgpf Testing Engineers —San Diego OF. 3� 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 11 ll 1 on:q WP.ct Vi.cta Wav Unit R_ Vista_ Califnrnia 920R3 (714) 758-3730 ' FILE NO. --__ 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks ' Department Store Mix No. 34-12OR SPEC. 28-DAY STIR. 3000 PSI ADDRESS: 2557 El Camino Real TYPE I -II CEMENT 5.5 SCY SPEC. SLUMP 5 IN. Carlsbad, California ADMIX. Po2Z. 30ON r AGG. SIZE-i - IN. * STORED & CURED. NOT TESTED YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH, PSI LAB NO. DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY OTHER DATE MAILED TEST RESULTS C34 MO. DA. IN. AGE 2641 8/7 Footing "G-2". Bullocks 3 2620 8/16/79 #1 A-B-C. Made by TESD. 2642 1 8/7 Footing "E-3 ". Bullocks 5 2950 #2 A-B-C. Made by TESD. 2643 8/7 Footing at southwest corner 4k 2760 on Line "G".- Bullocks #3 A-B-C. Made by TESD. 2644 8/7 Footing "G-4". Bullocks 31, 2830 #4 A-B-C. Made by TESD. 2645 8/7 Footing "E-4". Bullocks 3z 2580 #5 A-B-C. Made by TESD. 2646 8/7 Footing "E-5 ". Bullocks 2 z 2720 #6 A-B-C. Made by TESD. 2670 8/8 Footing "H-5 ". Bullocks 4 2690 #7 A-B-C. Made by TESD. 2671 8/8 1 Footing "F-6". Bullocks 3 2650 #8 A-B-C. Made by TESD. (3) C.L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbergge & Thomas, Inc., S.E. (1) C.L. Peck Contractor, Attn: Ed Berry (.Ilr Carlsbad City Building Inspection Dept. (1) Conrock THC:kh TESTING EN INEE S./SAN DIEGO REVIEWS T.H. F Chapmany R.E. #12882 0 Testing Engineers —San Diego FOR E 1 JP `\HFaJNOF dy i 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way; Unit B, Vista, California 92083 (714) 758-3730" Page 1 of 2 LABORATORY NUMBER SD34-2873 INSPECTION' REPORT DATE August 16, 1979 FILE: 5049-1, Permit JOB: -Bullocks Department Store ADDRESS: 2557 El Camino Real, Carlsbad, California INSPECTION OF Reinforced Concrete FABRICATOR OR ERECTOR:Hafer Steel CONTRACTOR: L eck Contractor 1 SHOP FIELD --A-- N DATE AUG201979 Reinforcing Steel: ASTM A-615, gr. 40 and 60 REG. HRS. CITY O. T. HRS. REINSP. HRS. OF y RLSBA Building pepartmerif INSPECTOR Inspected placement of reinforcing steel in column footings as follows: Line "C", 'tD't, "E", "F" and "G" from Lines 2 to 7. Following 'items re-. DATE 7/31/79 quired correction: Column footings D-2 and G-4 some reinforcing steel REG. HRS. 3.0^ coated with mud; cttolumn footings D" tt -7, F" It -2 and Ftt -2 bottom steel 0.T.HRS. Clearance less than 3". Reinforcing steel in.column footing 11E"-7 #9 REINSP. HRS. -bars instead ,of #8. INSPECTOR John E. Hanssel 'Inspected placement of reinforcing steel in column footings, grade beams and foundation walls as follows: Line .1 from "B" to "A"; Line 7B" from DATE 8/1/79 1 to 2; Line "A" from 1 to 7; Grade beams from "A" to "B" on -Lines 2,. REG, HRS. 4.0 3, 4, 5, 6, and 7; column footings on Line "B" from 2 to 7. Following o.T.HRS. items required correction: column footing "A"-1 top grade beam bars, REINSP. HRS. nine #11's did not have 90 degree bends into footing as detailed; top INSPECTOR bars in grade beam from "A"-1 to "B"-2 did not have one bar diameter separation at 2/3 point as specified.; grade beam on Line "A" from 4 to 5 missing #5 dowels into slab; bottom clearance less than 3" in some DATE areas. Engineer called to authorize the use of 90 degree angle bars REG. HRS, spliced to top grade beam bars where they were not furnished as noted above. O. T. HRS: REINSP. HRS. INSPECTOR " Inspected placement of reinforcing steel in column and wall footings as follows: Line 8 from "D" to "F".3; "F".3 - 7.2; southeast wall Line from t, tt tt, tt " tt tt tt tt " "F. �.3 :to'.H , F .4 - 7.1; G .2 - 6.3; F .3 - 6.1; south wall F" from DATE 8/3/79 REG. HRS. 4 . 0, 6.3 to "2 .-2.; "F'' . 3 - 2 . 3 ; "G" . 2 - 2 . 2 ; "F" . 4 - 1. 2 , southwest wall line . O. T. HRS. from 2.2 to "F".2: west wall line from 11F11.2 to "C".1. Wall footing rein'- REINSP. HRS, forcing steel not continuous in place except where it passes through column INSPECTOR footings. This will be placed after column footings are poured. FORM I JP Testing Engineers —San Diego D =° 3467Kurtz St., P.O. Box-80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way; Unit 8, Vista, California 92083 (714) 758-3730" Page 2 of 2 LABORATORY NUMBER .SD34-2873 BULLOCKS DATE August 16, 1979 DATE 8/3/79 - - REG. HRS. Cont. O. T. H RS. REINSP.-HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS, INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. FIRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. FIRS. INSPECTOR . Reinspected reinforcing steel in footings "D"-2 and "G"-4 for reinforcing steel clean-up; missing #5 slab dowels installed in grade beam on Line "A" from 4 to 5; 90 degree bent bars #11 'installed where missing from grade beams at .T'A"= l_. *Hours prorated with other work, REPORTED To: (3) C_ L. Peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbergge & Thomas, Inc., S.E. (1) C. L. Peck Contractor, Attn: Mr. Berry (1) City of Carlsbad Building Insp. Dept. THC:mg TESTING ENGINE - SAN DIEGO REVIEWED T. H, Chapmanr R,E. #12882 4 41 • FORM i PAGE 1 JP. c = Testing Engineers —San Diego DEgNDE.EgDfNJ "r 346 7 Kurtz St., P.O. Box.•80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 Page 1 of 2 LABORATORY NUMBER SD34-2945 T- DATE August 14, 1979 FILE: #5049=1, Permit #791529 INSPECTION OF Reinforced Concrete_ AUG 2 01979 JOB: Bullocks Department Store, CITY O CARL�+�BAD FABRICATOR OR ERECTOR: Hafer Steel Co. Building aepertme cNTRAcroR: C. L. Peck Contractor 1 ADDREss: 2525 El Camino Real, Carlsbad, California SHOP FIELD XX PLANT DATE Reinforcing Steel: ASTM A-615, Gr. 40 and 60 REG. HRS. Concrete: Mix #34-120 (5.5 sks.,. 3000 psi) O. T. HRS. REINSP. HRS. INSPECTOR Inspected placement of reinforcing steel, north`_of'anchor bolts, and footing .excavations on Line 1"from "C':71 to "F".2, south west DATE 8/6/79 wall from "F'.2 to 2.2; south wall from 2.211 to _6.3;' teinspected . REG. HRS. 4.0 column footings on Lines 2, 3, and 4 from C to G . All foot-' 0.T.HRS. ings previously listed as unsatisfactory because of reinforcing REINSP. HRS. steel to earth clearance were inspected and approved. Close spa - INSPECTOR cing of reinforcing steel on grade beam from•"A"-1 to "B"-2 was John E. Hansse_l corrected to achieve a minimum of one bar diameter. Superinten- dent asked architect to waive requirement per par 1.06 I'D" of sec ",. DATE tion 03300 of specifications that cast in place concrete be sampled REG. HRS. for each 50.0 cubic yards. He requested U.B.C. requirement be 0.T.HRS. followed. Met with the City of Carlsbad Building Inspector. REINSP. HRS. INSPECTOR Observed the placement of approximately 295.0 cubic yards of con - crete in the following footing, piers and grade beam locations: I'D", "E", 'IF':, 11G11; DATE 8/7/79 Line 1-"Ctt, 110.$ "Elf, 'IF"; Lire 2�-„C", and REG. HRS. 7 . 0* 11CP Line 3-11C" "E") 11.11111) "G", axial 11H11; Line 4-"C" 5 I'Dtt, "Et131 'IF" o. T. HRs. 91 2 11Gt19 'IF"; "G"--6; southwest wall from "F �2 to "H"; '" F.4-1.2; "G .2-2.2 REINSP. HRS. "G.'3-2.3: "F."2<1. Cast six sets of 3 samples of concrete from lo- INSPECTOR cations as follows: Footing "G"-2 marked Bullocks lA-B-C measured slump, 3". Footing "E"-3 marked Bullocks 2A-B-C, measured slump, 3".• Footing at southwest corner on Line "G" marked Bullocks-3A=B-C, =.. DATE measured slump 44". Footing "G"-4 marked Bullocks 4A-B-C, measured REG. HRS. slump, 3". Footing "E"-4, marked Bullocks 5A-B-C, measured slump, o.T.HRS. 3112, Footing "E"-5, marked Bullocks 6 A-B-C, measured slump 22". REINSP. HRS. Mr. Bloom from structural engineers office visited site and inspected INSPECTOR reinforcing steel and concrete placement. FORM i JP Testing Engineers —San Diego 3467Kurtz St., P. 0. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit-B, Vista, California 92083 (714) 758-3730 LABORATORY NUIMBER SD34-2945 BULLOCKS DATE 8/8/79 REG. HRs.8.0 O. T. HRS. 0.75 REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. 'HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE 8/9/79 REG. HRS. 2.5* O. T. HRS. REINSP. HRS. "INSPECTOR REPORTED TO: (3) (1) (1) (1) (1) DATE August 14, 1979 Inspected reinforcing steel in footings at "A"-8, "A"-9, "B"-9, "B"8 11C"-8 01 "C"-9grade beams Line 8"from "A" to "B", Line "B" from 8 to 9; from "A"-9 to "B"-8, Line "C" from 8 to 9, Line 9 from "A" to "C". The top reinforcing steel in grade beam on Line "A"-9 to "B"-8 were not optionally cut off at "L"/3 per Detail S-1/22. This caused considerable bundling of reinforcing steel at footing "B"-8. Instead of field cutting we elected to separate bars by tying apart.. Noted no provision was made for monolithic placement of floor slab with grade beam on Line 9 between "A" and "C" as Detailed in S-11/25. Mr. Bloom from structural engineers office, authorized this change provided top inside grade beam bar and appro- ximately 1/3 of stirrups were left uncovered with concrete until floor slab is placed. Observed the placement of approximately 465.0 cubic yards in the following footing, piers, and grade beam locations - Line 1 form "A" to "B"; Line "B" from 1 to 9; Line "A" from 1 to 9; Line 2 through 5 from "A" to "B"; Line 5 from "A" to "F", Line 6 and 7- from "A" to "G"; Line 8 from "A" to "F".2; Line 9 from "A" to "C" f Line "C" form 8 to 9; Line "H" from 5 to 6.3; southeast wall from 6.3 to "F".2; 6.1 - "G".2; 6.3 - "G".2; 7.1 - "F".4. Cast 10 sets of 3 samples each of concrete from locations at following: LOCATION Mark BULLOCKS Footing "H"-5 7-ABC It "F11-6 8-ABC It IIF'T_7 9-ABC t1 . "C"-7 10-ABC G.B.Line 3, "A"to"B" 11-ABC G.B.Line- .4, "A"to"B" ;rl 12-ABC Footing "A"-2 13-ABC " "A"-7 14-ABC It IICII-$ 15—ABC G.B.Line"A".9 to"B"-8 16-ABC MEAS SLUMP REMARKS 4'' 311 3t' 3" 31,tt 4' 11 61-2" (Driver added water 4" on his own) 4/z11 4" Worked on data sheets and inspections report for yesterdays pour. Attended a meeting with superintendent to discuss plans for pre- cast wall panels and time schedule. *Hours prorated with other work. C. L. Peck Contractor Bullocks Department Stores Ladd, Kelsey, .Woo.daxd, AIA Steinbergge & Thomas, Inc., S.E. TESTING E GI C. L. Peck Contractor, Attn: Mr. E. Berry City of Carlsbad Building; Insp.. Dept. R . - SAN DIEGO THC:,dg TI t Chapman, R,E, #12882 j t FORM IE JP Testing Engineers —San- Diego �.,NpFDEgpFN ; A O ` 3467Kurtz St., P.O. Box 0985, San Diego, Ca. 92138 (714) 225-9641 ' A { - 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1, SUMMARY OF COMPRESSION TEST RESULTS PAGE FOUR JOB: Bullocks Department Store ADDRESS: 2557 El - Camino Real Carlsbad, California YEAR: 1979 and 1980 LAB NO. DATE CAST" LOCATION IN- STRUCTURE C34 MO. DA. MIX No. - 34-12OR SPEC. 28•DAY STR. - 3000 PSI' TYPE I -II CEMENT - 5.5 SCY SPEC. SLUMP - 5 IN. ADMIX. POZZ.. 300-N AGG. SIZE- 1 IN. ' STORED• & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH', PSI OTHER DATE SLUMP 7-DAY 28•DAY TEST MAILED IN. A[,R RESULTS 4058 11/15 Wall footing, Line 1 at 3 2510 3860.- 60-day -*Disc. "C", Bullocks #72 A-B-C. Made by TESD. Lab. No C35 341 2/12, North grade beam, electrical 6 ;-- 4100- 8-day 2650 e-nc;losure area. - Bullocks 60-day *Disc. 1J132 A-B-C. Made by TESD. 412 2126 South truck loading wall, 5k --- 3910 8-day 2560 east .end of stairway. - 60-day *Disc. Bullocks #134 A-B-C. Made by TESD. 544 3/19 Loading dock slab, middle 3 3570 5200 60-day *Disc. of south portion. Bullocks #13-8 A-B-C. Made by TESD. gDER�' jt,�,� (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahn-s (1) Ladd_, Kelsey, Woodard; AIA (1) Steinbrugge & Thomas,'Inc., S.E. C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department i) Conrock THC : kh, TESTING REVIEW_E,L T.H: R.E. #12882 l 1./30 /79 12 /14 /7 9 2 /22 /80 317 /80 3 /13 /80 3 /28 /80 4 / 17 /80 '.' f Testing Engineers —San Diego 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FORM 18 JP FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE SIX .' Permit #791529 JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real Carlsbad, California YEAR. 1980 *STORED & CURED; NOT TESTED Lab. No. DATE CAST C35 MO. DA. LOCATION IN STRUCTURE Grout SPECIFIED 32-50 MATERIAL: 28-DAY STR.: PSI' PROPORTIONS/MIX NO.: 34-142 PUMP TYPE:CEMENT: 7.5 SPEC. SLUMP: 8-10IN. ADMIXTURE: - Po22 . 300R . AGG. SIZE: 3 /8 IN. ULTIMATE COMPRESSIVE STRENGTH, PSI _OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. I AcsF 413- 12/27 ,South pilaster at 2'-01t. --- Bullocks #135 A-B-C. Made by TESD. 399 2/29 Electrical screen wall, --- center pilaster at 8-1-011. Bu-llocks #136 A-B-C. Made by TESD. 438 3/5 Electrical screen wall., --- north end at 10 -0 ". Bullocks #137 A-B-C. Made by TESD. -(1) C.L. Peck .(1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge. &Thomas, Inc., S.E. m") C.L. Peck, Attn: Ed Berry Carlsbad Bity Building Inspection Department (1) Masonry Builders 4170, 5610 60-day *Disc. 3/7/80 3 /13 /80 3 /2 8 /80 4/3/80 3170 1 4860 1'60-day *Disc. 3740 1 4590 [ 60-day I *Disc. C n"1 Y....r 1. 'APR •I 7 �.. TESTING REvjFwyt THC:kh- • v FORM 16 JP 0 Testing Engineers —San Diego [DEgD,N 3467Kurtz St., P.O. Box 80985, San -Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE six Permit #791529 Grout SPECIFIED 3250 JOB: Bullocks Department Store MATERIAL: 28-DAY STR.: Psi 2557 El Camino Real PROPORTIONS/MIX NO.: 34-I42 PUMP ADDRESS: ' Carlsbad, California -_ TYPE: CEMENT: 7'5 SPEC. SLUMP: 8-10 IN. Pozz . 30OR 3 /8 YEAR: 1980 ADMIXTURE: AGG. SIZE: - _ _ IN. 'STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI Lab. NO. DATE OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED C35 MO. DA. IN. AGE 413 2/27 South pilaster at 2'-0". --- 4170 5610. 60-day *Disc. 3/7/80 Bullocks #135 A-B-C. Made 3/13/80 by TESD. . 3 /28 /80 I 399 2/29 Electrical screen wall, --- 3170 4860 60-day -*Disc-. center pilaster at 8'-0-". Bullocks #136 A-B-C. Made b by TESD. 438 3/5 Electrical screen wall, --- 3740 - north end at 14' -0 ". Bullocks #137 A-B-C. Made by TESD. 4 MAR 3 11980 Ci Ty QF �I BAD Building- Pe tm (1) C.L. Peck (1) Bullocks Department Stores., Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department (1} Masonry Builders TESTING E�NG NEE 'SSAN DIEGO REVIEVW_Eu-n,4'/ ! TA Chapman, /R.E. #12882 THC:kh • . FORM I PAGE t JP Testing En San Diego OF.NOEVENOfM j o . ' 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641d,,,� 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758=3730 LABORATORY NUMBER SD35-1029 INSPECTION REPORT DATE March 28, 1980 FILE: #5049-1, Permit #79-1529 INSPECTION OF Rein. Conc, Struct. Steel Assembly, Hi -Strength Bolting, Shear Conn. JOB: Bullocks- Department Store FABRICATOR OR ERECTOR: Hafer Steel CONTRACTOR: C.L. Peck Contractor ADDRESS: 2557 El Camino Real, Carlsbad, CA SHOP - FIELD—x PLA13T DATE REG. HRS. O. T. H RS.' REINSP. HRS. INSPECTOR Reinforcing Steel: ASTM A-615, Gr 40 and 60 -Concrete Mix: 34-120, (3000 psi, 5.5 sks.) DATE 3/18/80 Concrete: Inspected the placement of reinforcing steel in truck loading REG. HRS. 2.0,; - area slab. Noted several dowels extending west into slab from drain O.T.HRS. structure were in contact with bottom material. Notified carpenter foreman REINSP. HRS. to raise for clearance before concrete placement. INSPECTOR John E. Hanssel Witnessed the placement of approximately 50.0 cubic yards of concrete on 3/19/80 DATE REG. HRS. 5.0'^' approved reinforcement at slab on grade for. truck loading _dock per plans 0.T.HRS. and specifications. Cast three test cylinders, with a slump of 3" at REINSP. HRS. middle south portion of the slab marked, Bullocks #138 A-B-C. INSPECTOR Fernando Cardenas R EIV DATE REG. HRS. O. T. H Rs. � v MAR 1$� REINSP. HRS. �� INSPECTOR ((jjam�)J uh OF CAOLS- Building. Dofidlri DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR *Hours prorated with other work. REPORTED TO: (1) (1) (1) . (1) (j C.L. Peck Contractor Bullocks Department Stores, Attn: Mr. Jahns Ladd, Kelsey, Woodard AIA ' Steinbrugge & Thomas, Inc:, S.E. TESTING ENGINEERS - SAN DIEGO C.L. Peck Contractor, Attn: Mr. Berry REVIEWED BY.' City of Carlsbad Bldg. Insp. Dept. I / /. WLC:mg William L, Cochrane, R,E, #24445 FORM 18, JP 7 Testing Engineers —San Diegoa, OF.,NDFVEgaFH 0 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit B, Vista, .California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE THREE Permit #791529 SPECIFIED JOB: Bullocks Department Store MATERIAL: Mortar 28-DAY STR.:. 2500 PSI ADDRESS: 2557 El Camino Real PROPORTIONS/MIX NO.: 1 cement, 3 sand, 1/4 lime _ Carlsbad, California TYPE: CEMENT: SPEC. SLUMP: - IN. YEAR: 1980 ADMIXTURE: Lime AGG. SIZE: 1tJ. *STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI Lab. ' NO.[- DATE OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED C35 MO. DA. IPI• AGE 411 12/25 Center pilaster at 1'-4". --- Bullocks #133 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department (1) Masonry Builders 3090. 9-day 2180 3/7/80 60-day %Disc. 3/28/80 Z-1 MAR 3 I 990 CITY OF CA LSS Building De artmeni TESTING ENGIN/EERS S N DIEGO REVIEWSY �,/ F, '� T.H. Chapman, A.E. #12882 0 THC:kh FORM 16 JA Testing Engineers —San Diego `F,,tlUEDFgaf� 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714) 225-9641 T { 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE FOUR JOB... Bullocks Department Store ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1979 and 1980 LAB NO. DATE CAST LOCATION IN STRUCTURE C34 MO. DA. 4058 11/15' . Wall footing, Line 1 at " C % Bullocks #72 A-B-C. Made by TESD. Lab. No C35 341 2 /12 412 1 2 /26 544 1 3 /19 North grade beam, electrical enclosure area. Bullocks #132 A-B-C. Made by TESD. South truck loading wall, east end of stairway. Bullocks #134 A-B-C. Made by TESD. Loading dock slab, middle of south portion. Bullocks #138 A-B-C. Made by TESD. Mix No. 34-12OR SPEC. 28-DAY STR. 3000 PSI TYPE I -II CEMENT 5.5 SCY SPEC. SLUMP 5 IN. ADMIX. POZZ. 30ON AGG. SIZE 1 IN. *STORED & CURED. NOT TESTED .ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER SLUMP 7-DAY 28-DAY MAILED TEST RESULTS IN. AGE 3 2510 3860- 60-day *Disc. 11/30/79 ,12/14/79 2 /22 /80 3 /7 /80 3 /13./80 3 /28 /80 (1) C.L. Peck' (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, -Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 0C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department (1) Conrock THC : kh 6 I -- ( 4100 160-day 8-day 12650 *Disc. 5k I --- I 3910 160-day 8-day 12560 *Disc. 3 3570 EC rJ111saaft MAR i9�0 C' OF ARL D uitding epartmo �� TESTING ENG EE . SAN DIEGO i REVIEWF� T.H: Chapman / R.E. #12882 FORM 16 JP Testing Engineers -San Diego A. WEVEMpfN 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1963 West Vista Way Unit B, Vista, California 92083 714 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE six_ Permit#791529 Grout SPECIFIED 3250, JOB: Bullocks Department Store MATERIAL: 28-DAY STR.: PSI 34-142 PUMP ADDRESS: 25,57 El Camino Real PROPORTIONS/MIX NO.: Carlsbad, California TYPE: - CEMENT: 7'5 SPEC. SLUMP: 8-10 IN. YEAR: 1980 ADMIXTURE: POZZ. 30OR - AGG.SIZE: - 3/8 IN. _ 'STORED & CURED, NOT TESTED Lab. No. DATE CAST LOCATION IN STRUCTURE C35 MO. DA. ULTIMATE COMPRESSIVE STRENGTH, PSI _ OTHER DATE SLUMP 7-DAY I 29-DAY TEST I RESULTS MAILED IN. I I AGE 413 2/27 South pilaster at 2'-011. --- 4170, Bullocks #135 A-B-C. Made by TESD. 399 2/29 Electrical screen,wall, --- 1610 center pilaster at 8'-0". Bullocks.#136 A-B-C. Made by TESD. 438 3/5 Electrical screen wall, --- 3740 north end at 14 ' -0 ". Bullocks #137 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stor-es, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 44) C.L. Peck, Attn: Ed Berry ) Carlsbad City Building Inspection Department (1) Masonry Builders THC:kh - TESTING: E"Nr REV1EVWLE,D..B 4 DIEGO T.I-f. 'Chapman,/R.E. #12882 3 /7 /80 3 /13 /80. )BAD ent FORM 16 JP FILE No. .5049-1 Testing Engineers —San Diego 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West -Vista Way, Unit B, Vista, California 92083 (714) 758-3730 SUMMARY OF COMPRESSION TEST RESULTS JOB: Bullocks Department Store ADDRESS: 2557 E1 Camino Real -Carlsbad, California YEAR: 1979 and 1980 LAB NO. DATE C34 MO. LOCATION IN STRUCTURE O. DA. 4058 11/15 Wall footing, Line l at "C". -Bullocks ff72 A-B-C. Made by TESD. Lab. No C35 341 2 /12 412 ( 2 /26 PAGE FOUR MIX No. 34-12OR SPEC. 28-DAY STR. 3000 PSI TYPE I -II CEMENT 5.5 SCY SPEC. SLUMP 5 IN. ADMIX. POZZ. 30ON AGG. SIZE 1 IN. R STORED & CURED. NOT TESTED ULTIMATE COMPRESS_IYE STRENGTH. PSI DATE OTHER SLUMP 7-DAY 28-DAY MAILED TEST RESULTS IN. AGE 3 2510. 3860.- 60-day- 'AD isc. 11/30/79 12 /14 /79 2 /22 /80 3 /7 /80 3/13MO North grade beam, electrical 6 :=-- 4100 8-day 2.650- enclosure area. Bullocks 60-day *-Disc. YA132 A-B-C. Made by TESD. South truck loading wall, 54 --- 8-day 2560 east end of stairway, Bullocks #134 A-B-C. Made by TESD. V 7' � MAR 171980 Ct OF CARUSRAD Wilding Departmefit (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E., 1) C.L. Peck, Attn: Ed Berry �) Carlsbad City Building Inspection Department V' (1) Conrock THC : kh TESTING ENG EER,$, SAN DIEGO REVIEW7L'-.—` T. H: Chapman/ R.E. #12882 FORM IB JP Testing Engineers —San Diego OF,, DEPEy fH D 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 F'iE G Kin 5049-1 SUMMARY OF CnMPRESSinIV TF'ST {?F-,I 11 TS PAGE FIVE JOB: Bullocks Department Store SPECIFIED MATERIAL: Grout 28-DAY STR.: 3250 _PSI 34-142 PUMP ADDRESS: 2557 El Camino Real PROPORTIONS/Mix No.: - Carlsbad, California TYPE: CEMENT: 7' 5 SPEC. SLUMP: 8-1.0 IN. YEAR: 1980 ADMIXTURE: POZZ. 30OR AGG. SIZE: 3/8 IN. "STORED $c CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI Lab. NO. DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY OTHER DATE MAILED TEST RESULTS C35 MO. DA. IN. AGE 128 1/21 .3rd floor wall, Line "H" --- 3430 4940 60-day 'Disc.- 2/1/80 at 5 at 4'-0". Bullocks 2/8/80 #117 A-B-C. Made by TESD. 2/14/80 2 /22 /80 190 1/23 Southwest soffit, outside --- 2200 3830- 60-day *Disc. 2,/29/80 face, 14' -2 ". Bullo.cks 3 /7 /80 #118 A-B-C. Made by TESD. 3 /13 /80 194 1/25 8" prisms. Bullocks #122 --- --- 5290, 10-day 4570 A-B-C. Made by 60-day ',Disc. TESD. 221 2/1 287 2-/5 289 2 /7 340 2 /12 3rd floor wall, Line 1 from "E" to "F" at 14'-811. Bull_ Bullocks #124 A-B-C. Made by TESD. 3rd floor wall,: Line at 2 , at 14' -0 ".. Bullocks #127 A-B-C. Made by TESD. 3rd floor roof parapet, Line "H" at 4 at 2'-0". Bullocks #129 AA-B-C. Made by TESD. Southwest soffit, Line V.3 from "F.4" to "G"' at 16' -8 ". Bullocks #131 A-B-C. Made by TESD.. (1) C.L. Peck (1) Bullocks Department -Stores, Attn: E. Jahns (1) Ladd, Kelsey_, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department (I) Masonry Builders THC:kh 2210 ( 3650 1 60-day I %Disc. 3700 1 53X 1 60-day I *Disc. 2560 1 -4430 1 60-day I -,Disc. --- 4410 8"day 2790 • a, �l�jr a�' �:ly �- >c C. MAR 171980, Cliy OF ARL BAD Building nepatfimat TESTING ENGINEE SAN DIEGO R E�U2l�.X ..} i�f T.H. Chapman R.E. #12882 . FORM i PAGE t JP Testing Engineers —San Diego �.,NEDEy 0 f 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 '(714) 758-3730 LABORATORY NUMBER SD35-807 INSPECTION REPORT DATE March ll, 19-80 FILE: #5049-1, Permit #7*91529 INSPECTION OF Reinforced Masonry JOB: Bullocks Department Store FABRICATOR OR ERECTOR: Masonry Builders CONTRACTOR: C • L . Peck Contractor i ADDRESS: 2557 El Camino Real, Carlsbad, California $HOP FIELD x PUNT DATE REG. HRS. O. T. H RS. REINSP. HRS. ,INSPECTOR Reinforcing Steel: ASTM A-615, Grade 40 and 60 Masonry: ASTM C-90, Grade N-1 Mortar Type "M'' Type "M", (2500 psi) Grout 34-142 (2500 psi, 7.5-sks.) DATE 3/5/80 Reinforced Masonry: Observed the placement of reinforcing steel and REG.HRS. 8.0 concrete masonry units to 14'-8" and to top of masonry in electrical O.T.HRS. screen wall. Observed the placement of approximately 7.0,cubic yards REINSP. HRS. of grout in two lifts to top of masonry in this wall. Cast test. I o samples of grout from north -end of wall at 14'-0" marked,' Bullocks #137 A-B-C. This completes all reinforced masonry work. John E. Hanssel DATE REG. HRS. O.T. HRs. REINSP. HRS. � IVED INSPECTOR MART wo ' CITY OF CARLSBA - DATE REG. HRS. Building Department D O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR REPORTED TO: (1) C.L. Peck Contractor (1) Bullocks Dept. Stores, Attn: Mr. E Jahns (1)_ Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc.-S,E. (1) C.L. Peck Contractor, Attn: Mr. Ed Berry City of -Carlsbad Building Inspection r- TESTING ENGI E S - SAN DIEGO REVIEWED THC:mg T t�hapman R ,E. ail FORM IB JA 0 Testing Engineers —San Diego DE.\NDEPF p oo 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138- (714) 225-9641� r�-0 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE THREE Permit #791529 SPECIFIED JOB: Bullocks Department StoreMATERIAL: Mortar 28-DAY STR.: 2500 PSI ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1980 *STORED & CURED, NOT TESTED gab. ' No. DATE C35 CASO.DTA LOCATION IN STRUCTURE 411 2/25 Center pilaster at 1'-4". Bullocks #133 A-B-C. Made 1by TESD. PROPORTIONS/MIX No.: 1 cement, 3.sand, 1/4 lime TYPE: -- CEMENT: SPEC. SLUMP: - IN, ADMIXTURE: Lime AGG. SIZE: IN. ULTIMATE COMPRESSIVE STRENGTH, PSI SLUMP I 7-DAY I 28•DAY IN. RECEI MAR 101980 CITY OF CARLSBp Building Departmen (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns' (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department (1) Masonry Builders THC:kh OTHER DATE TEST RESULTS MAILED AGE 9-day [ 2-180, 1 3 /7 /80 TESTING ENGINEERS S DIEGO REVIE(� T.H. Chapman, i.E. #12882 • . FORM 16 JP Testing Engineers --San Diego DE.,XDEClgOfN 3467Kurtz St., P.O. Box 80985, San Diego, Ca..92138 (714) 225-9641a,�,? 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 -ERIVe I' FV jn"gN10N TEST RESULTS PAGE TWO Permit #791529 SPECIFIED Mortar 2500 JOB: Bullocks Department Stor MAR 1 �58� MATERIAL: 28_DAY STR.: psi 1 cement, 3 sand, 1/4 lime ADDRESS. 2557 El Camino R OF CARLS PROPORTIONS/MIX No.: Carlsbad; Califora Building Department -^ CEMENT: SPEC. SLUMP: - IN. YEAR: 1980 ADMIXTURE: Lime AGG. SIZE: IN. °STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI DATE MAILED Lab. No. DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY I 28-DAY OTHER TEST RESULTS C35 MO. DA. IN. AGE 42 1/3 2nd floor wall, Line 1 from --- 2620 13480 60-day *Disc. 1/11/80 65 I 1 /8 127 1/17 191 1 /23 193 1 /24 222 2 /1 290 1 2 /8 "F" to "F.3 " at 12' -0 ". Bullocks YAIQ8 A-B-C. Made by TESD. Southeast soffit, outside wall, 13'-4" elevation. Bullocks Al2 A-B-C. Made by TESD. .2nd floor wall, Line 1 be- tween "B" and "C" at ' ll' -4". Bullocks #116 A-B-C. Made by TESD. Southeast soffit, inside face, 16'-8". Bullocks #119 A-B-C. Made by TESD. 8" prism test.. Bullocks #121 A-B-C. Made by TESD. 3rd floor wall, Line W' at 2, 10'-0". Bullocks #125 A-B-C. Made by TESD. Southwest soffit, front face, Line "G" at 1 plus 13' -0" at 17' -4 ". Bullocks #130 A-B-C. Made by TESD. --- 1 2850 1 4290• 1 60=day I *Disc. --- 1 1650 1 2690 1 60-day ( *Disc.. --- I 2130 1 3960 1 60-day I *Disc. --- 3180 1 4820 160=day I *Disc. --- 1 2470 ( 3690 1 60-day I *Disc . (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. l) C.L. Peck, Attn: Ed Berry J.) Carlsbad City Building Inspection Department VVvVVt`ttt (1) Masonry Builders 4180 1. 12-day 1 2940- 60-day ,Disc. TESTING ENGINEERS, S N IEGO REVIEWED BY T.H. 'Chapman,'Rit. A2882 1/18/80 1 /25/80 2/1/80 2 /8 /80 2/14/80 2 /22 /80 2/29/&0 3/7/80 THC:kh . . FORM 18 JP Y,f w Testing Engineers —San Diego NDECFgDFNr 3467Kturtz St., P. 0. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE SIX Permit #791529 Grout SPECIFIED 3250 Joe: Bullocks Department Store MATERIAL: 28-DAY STR.: PSI ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1980 *STORED & CURED, NOT TESTED Lab. No. DATE CAST LOCATION IN STRUCTURE Cis MO. DA. 413 2/27 South pilaster at 2'-011. Bullocks #135 A-B-C. Made by TESD. KECEIVE PROPORTIONS/MIX NO.: 34-142 PUMP TYPE: CEMENT: 7'5 - SPEC. SLUMP: 8-10 IN. ADMIXTURE: Po2Z. 30OR AGG.SIZE: 3/8 IN. ULTIMATE COMPRESSIVE STRENGTH- PSI SLUMP IN.. MAR 101980 cirY � RL53 D Building Department C.L. Peck Bullocks Department Stores, Attn: E. Jahns Ladd, Kelsey, Woodard, AIA Steinbrugge & Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department Masonry Builders _ OTHER DATE 7-DAY I 28-DAY TEST RESULTS MAILED 4170 1 1 1 1 3 /7 /80 TESTING ENGINEE , SAN DIEGO R EV I_EN6tEA-B.�. T. Chapman, .E. #12882 THC:kh 0 • FORM 10 JP _ Testing Engineers —San. Diego . °,NDIVfH°fNf 3467Kurtz St., P.O. Box 8.0985, San Diego, Ca. 92138 (714) 225-9641 d A 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No, 5049-1 SUN ff 09 C66M TEST RESULTS PAGE FIVE . ■... L.L./ SPECIFIED GrOUt 3250 JOB: Bullocks Department Store ��� 10�� oMATERIAL: 28-DAY STR.: PSI 34-142 PUMP ADDRESS: 2557 El Camino Real R OF rA PROPORTIONS/MIX NO.: $,aAD-` 7*5 8-10 Carlsbad\ , CaliforniCITY �! ---CEMENT: SPEC. SLUMP: IN- BuildingDepartment Pozz. 300R 3/8 YEAR: 1980 ADMIXTURE: AGG. SIZE: IN. *STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE MAILED Lab. NO. DATE CAST LOCATION IN STRUCTURE SLUMP" 7-DAY 28•DAY OTHER TEST RESULTS C35 MO_ DA. IN. AGE 128 1/21 3rd floor wall, Line "H" --- 3430 4940 60-day -%Disc. 2/l/80 at 5 at 4'-0". Bullocks 2/8/80 #117 A-B-C. Made by TESD. 2/14/80 2 /22 /80 190 1/23 Southwest soffit, outside --- 2200 3830- 60-day Disc. 2/29/8.0 face, 14'-2 ". Bullocks 3/7/80 #118 A-B-C. Made by TESD. 194 1/25 8" prisms. Bullocks #122 -- - - 5290, 1-0-day 4570 A-B-C. Made by 60-day Disc. TESD. 221 2/1 3rd floor wall, Line 1 from --- 2210 3650 60-day *Disc. "E" to 'IF" at 14' -8". Bull Bullocks #124 A-B-C. Made by'TESD. 287 2/5 3rd floor wall,:Line "G " --- 3700 5330, 60-day *Disc. at 2,at 14'-0". Bullocks #127 A-B-C. Made by TESD. 289 2/7 3rd floor roof parapet, --- 2560 4430 60=day *Disc. Line "H" at 4 at 2'-0". Bullocks #129 A-B-C.. Made by TESD. 340 2/12 Southwest soffit, Line 1.3 --- --- 8-d4y 2790 from "F.4" to "GI' at 16'-8t'. Bullocks 1P131 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahus (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge &.Thomas, Inc., S.E. y) C.L. Peck, Attn: Ed Berry ) Carlsbad City Building Inspection Department (111) Masonry Builders TESTING ENGINEE , SAN DIEGO REVIEW _ _ l T.H. Chapman R.E. #12882 THC:kh FORM 16 JP Testing Engineers —San Diego DF.,XDFVFNpFM o r 3467Kurtz St., P.O: Box 80985, San Diego, Ca. �92138 (714) 225-9641 " 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758=3730 FILE NO. 5049-1 J*hL"W j'.(;OMPRESSION TEST RESULTS PAGETHREE Permit #7915-29 JOB: Bullocks Department Sto a 0R Mix No. 34-122R. PUMP SPEC. 28-DAY STR. 4000 PSI 01980 ADDRESS: 2557 El Camino TYPE PI"II CEMENT 6.8 SCY' SPEC. SLUMP 5 IN. Carlsbad, Calif=Y OF CARLS Q h Pozz. 300N MBAE 1 Buildin Departmen �7�e�Fnlx. and qGG. Slz� , .1N. . 8 ' 1980 • STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER SLUMP 7-DAY 28-DAY TEST RESULTS DATE MAILED - YEAR: LAB NO. DATE CAST LOCATION IN STRUCTURE C35 MO. DA. IN- AGE 54 1/4 2nd floor, 8 " slab, Line 5 --- 4120 10-day 3040 1/18/80 'IF" from 7 to 8.. Bullocks 60-day *Disc. 1/25/80 #11:0 A-B-C. Made by TESD. 2 /l /80 2/14/80 124 1/16 8" slab, southwest portion, 52 2870 4460. 60-day *Disc. 2/22/80 3td floor, Line I'G" at 3. 3/7/80 Bullocks #113 A-B-C. Made by TESD. 125 1/16 3rd floor roof topping, Line 6 3290 4950 60-day *Disc. 'IF" from 6 to 6 plus 26'-0". Bullocks #114 A-B-C. Made by TESD. 195 1/25 2nd floor roof -wall closure 5 3150 4470 '60-day ',Disc. beams, Line "C" at 1. Bullocks #123 A-B-C. Made by TESD. 239 2/4 3rd floor roof, 6" slab, 5-3/4 3780 4740 60=day Disc. southeast portion, Line 7.5 at "F.5". Bullocks #126 A-B-C. Made by TESD. 288 2/6 3rd floor roof slab, Line 72 3110 4630 60-day *Disc. 2 between 'IF" and "G". Bullocks #128 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks.Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA 1) Steinbrugge and Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry Carlsbad:City Building Inspection Dept. (1) Conrock . THC:kh TESTING ENGINE S, AN DIEGO REVIEWED By T.H. Chapman,cR.E. #12882 PORM is it - Testing Engineers —San Diego �.\NUFVENGFI' a 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 ` 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUNUARY OF COMPRESSION TEST RESULTS PAGE POUR JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real MAR 1019 Carlsbad, Cali.fornCITY OF CAR Building papal YEAR: 1979 and 1980 LAB NO. I DATE CAST I LOCATION IN STRUCTURE C34 MO. DA. 4058 11/15 1 Wall footing, Line 1 at "C". Bullocks IP72 A-B-C. Made by TESD. Lab-. No C35 341 2/12 1 North grade beam, electrical enclosure area. Bullocks #132 A-B-C. Made by TESD. 412 2/26 South truck loading wall, east end of stairway. Bullocks #134 A-B-C. Made by TESD. 4'; D 34-12OR SPEC, -DAY STR. - 3000 Psi TYPE I -II CEMENT 5•5 SCY SPEC. SLUMP 5 IN. I � ry M�++ / POZZ. 300-N AGG. SIZE 1 IN. 1LOOIORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI OTHER DATE SLUMP 7-DAY I 26-DAY TEST RESULTS MAILED IN. I AGE (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA 1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry -vrrCarlsbad City Building Inspection Department (1) Conrock THC : kh 3 2510 3860,, 60-day *Disc. 11/30/79 12 /14 /7 9 2 /22 /80 3 /7 /80 6 -- I - 18-day 1 2650 5k I --- I 18-day 1 2560 TESTING ENG§NEEF2�6, SAN DiEGo R EV I E W W_, %L----f T.H: Chapman / R.E. #12882 FORM i PAGE i JP Testing Engineers —Son Diego tlpEDfpp - ;"dry'-.*"' k w`_ •-pF F'♦, e o n ar 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 - Pa-ge 1 of 2 LABORATORY NUMBER SD35-669 INSPECTION REPORT DATE February 29, 1980 FILE: #5049-1, Permit #791529 INSPECTION OF Reinforced Concrete and Reinforced Masonry JOB: Bullocks Department Store FABRICATOR OR ERECTOR' Hafer Steel and Masonry Builders CONTRACTOR: C. L. Peck ADDRESS: 2557 El Camino Real, Carlsbad, California SHOP I€€`,�f 'p�r�Nr fry DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE 2 /25 /80 REG. HRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR -John E. Hanssel DATE 2/26/80 REG. HRS. 4.0 O. T. HRS. REINSP. HRS. INSPECTOR DATE 2/27/8Q REG. HRS. 8.,0 O. T. HRS. REINSP. HRS. INSPECTOR DATE 2/28/80 REG. HRS. 6.0 O. T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: ASTM A615, Grade 40 and 60 Concrete Mix: 34-120 (5.5 sacks, 3000 psi);:,f,i: . 1980 Masonry: Mortar Mix: ASTM C-90, grade N-1 Type 'RII (2500 psi) rf f �! � i � Grout Mix: 34-142 (7.5 sacks, 2500 psi) Cull ing, Depcartmetit Reinforced Masonry: Observed the placement of reinforcing steel and concrete masonry units in electrical,screen wall'to 2'-811. Cast test samples of mortar from center pilaster at 1'-4t1, marked Bullocks #133 A-B-C. Reinforced Concrete: Ins-pected the placement of reinforcing steel in north and south truck loading walls, stair walls and drainage trench at truck loading area, Reinforced Masonry: Observed the placement of reinforcing steel and concrete masonry units in electrical screen wall to 4'-8". • Reinforced Concrete: Observed the placement of approximately 15.0 cubic yards of concrete in north and south truck loading walls, stair walls and drainage trench at truck loading -area. Cast test samples of concrete from south truck loading area wall, ea-st end at stairway, marked Bullocks #134 A-B-C, with slump of 54". This completes reinforced concrete inspection. Reinforced Masonry: Observed the placement of approkimately 5.0 cubic yards of grout in electrical screen wall to 41-6t1. Cast test samples of grout from south pilaster at 21-011, marked Bullocks #135 A-B-C. Observed the placement of reinforcing steel and concrete masonry units in electrical screen wall to 6'-8". Reinforced Masonry: Observed the placement of reinforcing steel and concrete masonry units to 10'-8" in electrical screen wall., FORM I PAGE 2 JP " ` Testing Engineers —San Diego p.NOEDENpFNf 3467Kurtz St, P.O. Box80985, San Diego, Ca.92138 (714)225-9641 "x 1903 West Vista 'Way, Unit B, Vista, California 92083 (714) 758-3.730 Page 2 of 2 LABORATORY NUMBER SD35-669 JOB: Bullocks Department Store DATE February 29, 1980 DATE 2 /2 9 /80 REG. HRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS'. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR DATE _REG. HRS. O. T. HRS. 'REINSP. HRS INSPECTOR DATE REG. HRS- O. T. HRS. REINSP. HRS. INSPECTOR Reinforced Masonry: Observed the placement of approximately 5.0 cubic yards of grout in electrical screen wall to 10'-0,t1. Cast test samples of�grout in center pilaster at.81-011, marked Bullocks #136 A-B-C. Observed the placement of reinforcing steel and concrete masonry units in electrical screen wall to l, 1980 REPORTED TO: (1) C. L. peck Contractor (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA -(1) Steinbrugge & Thomas, Inc.,. S.E. TESTING ENG1 V C.L. Peck Contractor, Attn: Mr. Ed BerryPeviawED City of Carlsbad Building Inspection 64 Department THC:fh T. Chapman, - SAN DIEGO .E. #12882 . FORM 16 JP Testing Engineers —San Diego D.,NDEPfN fN 1' D i 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641�-®' 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No, 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE _ FIVE Grout SPECIFIED 3250 JOB: Bullocks Department Store MATERIAL: 28-DAY STR.: PSI 34-142 PUMP ADDRESS: 2557 El Camino. Real PROPORTIONS/MIX NO.: Carlsbad; California TYPE: CEMENT: 7.5 SPEC. SLUMP: 8-10 IN. YEAR: 1980 ADMIXTURE- Po2Z. 30OR AGG.SIZE: 3/8 IN. *STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI DATE MAILED Lab. No. DATE, CAST LOCATION IN STRUCTURE SLUMP 7-DAY I 28-DAY I OTHER TEST I RESULTS MO. DA. IN. AGE 128 1/21 3rd floor wall, Line "H" --- at 5 at 4'-0". Bullocks #117 A-B-C. Made by TESD. 190 1/23 Southwest soffit, 'outside --- face, 14' -2 ". .Bullocks #118 A-B-C. Made by TESD. 194 1/25 8" prisms. Bullocks #122. --- A-B-C. Made by TESD. 221 2/1 3rd floor wall, Line 1 from --- "E " to "F" at 14'-81t. Bull Bullocks #124 A-B-C. Made by TESD. 287 2 /5 289 2/7 340 2 /12 3rd floor wall,. Line "G" , at 2..at 14'-0". Bullocks #127 A-B"C. Made by TESD. 3rd floor roof parapet, Line "H" at 4 at 2'-011. Bullocks #129 A-B-C. Made by TESD. Southwest soffit, Line 1.3 from "F.4" to "G" at 16'-8". Bullocks #131 A-B-C. Made by TESD. 3430 ! 4940 1 60-day I *Disc. 2200 1 3830 1 60-day J *Disc . - - l 5290, 1, 10-day ( 4570 60-day *Disc. 2210 1 3650 1 60-day J *Disc. --- 3700 --- 2560 (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department (1) Masonry Builders THC:kh ri_.33 ifdi � r-v 10pr) ,4TW A C-01ding Depar�,tetlt TESTING ENGINEE�AN DIEGO REviEwED Bzt-__ _ T.H. Chapmanl/ R.E. #12882 2/1/80 2 /8 /80 2 /14 /80 2 /22 /80 2/29/80 0 0 Testing Engineers —San Diego 1. 3467Kurtz St., P.O. Box 80985, San Diego,_ Ca. 92138 (714) 225=9641- 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FORM Ie JP FILE No, 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO Permit #791529 JOB: Bullocks Department Store Mortar SPECIFIED 2500 " MATERIAL: 28-DAY STR.: PSI 1 cement, 3 sand, 1/4 lime ADDRESS: 2557 E1 Camino Real PROPORTIONS/MIX NO.: Carlsbad, Cali-fornia TYPE: - CEMENT: SPEC. SLUMP: IN. " YEAR: 1980 Lime ADMIXTURE: AGG. SIZE: - IN. _ *STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI DATE MAILED Lab. No. DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY I 28-DAY OTHER TEST RESULTS C35 MO. DA. IN. AGE 42 1/3 2nd floor wall., Line 1 from --- 2620 3480 60-day *,Disc. 1/11/80 'IF" to 'IF.3 " at 12' -0 ". 1 /18 /80 Bullocks #108 A-B-C. Made 1/25/80 by TESD. 2/l/80 " 2 /8 /80 65 1/8 Southeast soffit, outside --- 2850 4290. 60-day .*Disc. 2/14/80 wall, 13' -4" elevation. 2 /22 /80 Bullocks #112 A-B-C. Made 2/29/80 by TESD. 127 1/17 2nd floor wall, Line 1 be- --- 1650 2690 6-0-day *Disc. tween "B" and "C" at ll' -4". Bullocks #116 A-B-C. Made by TESD. 191 1/23 Southeast soffit, inside --- 2130 3960. 60-day *Disc. face, 16'-8". Bullocks #119 A-B-C. Made by TESD. 193 1/24 8" prism test. 'Bullocks --- 3180 4820, *Disc. #121 A-B-C. Made by TESD. 160-day 222 2/1 3rd floor wall, Line "0" at 2, 10'-01'. Bullocks 4125 A.-B-C. Made by TESD. 2-90 2/8 Southwest soffit, front face, Line "G" at 1 plus 13' -0" at 17' W'. Bullocks #130 A-B-C. Made by TESD. --- 2470 3690 60-day *Disc. --- _. - 12-day 2940- L Z7 E trs (1) C.L. Peck {1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, -Inc., S.E. C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department (1) Masonry Builders THC:kh Cull ling 9e a 'Ment Lj TESTING ENGINEERS, S N IEGO REVIEWED BY ,./ T.H. 'Chapman, ' R ot. #12882 • � FORM IB JP g Testing Engineers —San. Diego Q.,NDlfq fN a e ` 3467KurtzSt., P.0.Box 80985, San Diego, Ca. 92138 -(714) 225-9641 -1903 West Vista Way, Unit B, Vista, California 92683 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE FIVE ///������ SPECIFIED 3250 Grout JOB: Bullocks,Department MATERIAL: 28-DAY STR.: PSI v- �'}' 34-142 PUMP `PAD No.: .ADDRESS: 2557 El Camino Real RTIONS/MIX Carlsbad, California L 1980 TYPE: CEMENT- 7.5 SPEC. SLUMP: 8--10 IN. YEAR: 1980 ®F CARS 3 13i AG URE: POZZ. 3OOR AGG. SIZE: 3/8 IN. a d *STORED & CURED_ , NOT TESTED Apart ULTIMATE COMPRESSIVE STRENGTH, PSI DATE MAILED' Lab. NO. DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28•DAY OTHER 'TEST RESULTS C35 MO. DA. IN. AGE 128 1/21 3-rd floor wall, Line "HT1 --- 3430 4940 60-day *Disc. 2/1/80 at 5 at 4'-0". Bullocks 2/8/80 #117 A-B-C. Made by TESD. 2/14/80 2 /22 /80 190 1/23Southwest-soffit, outside --- 2200 3830 60-day *Disc. - face, 14'-2". Bullocks IP118 A-B-C.- Made by TESD. 194 1/25 811 prisms. Bullocks #122 --- --- 5290, 10-day 4570 A-B-C. Made by 60-day Disc. TESD. 221 2/1 3rd floor wall, Line 1 from --- 2210 "E" to 'IF" at 14'-81f. Bull Bullocks #124 A-B-C. Made by TESD. 2-87 2/5 3rd floor wall,' Line "G" --- 3700 at 2.at 14'-0". Bullocks #127 A-B-C.. Made by TESD. 289 2/7 3rd floor roof parapet, --- 2560 ' Line "H" at 4 at V -0". Bullocks #129 A-B-C. Made by TESD. .340 2/12 Southwest soffit, Line 1.3 --- --- 8-day 2790 from "F.4" to "G" at 16'-8". Bullocks #131 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA. (1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department (1) Masonry Builders THC:kh TESTINGtENGINEE SAN DIEGO REVIEW T.H. Chapman R.E. IP12882 FORM .6 JP Testing EngineersSanDiego `oF•NOEPtgpF� , ' 3467Kurtz St., P.O. Bok8098.5, San Diego, Ca. 92138 (714) 225=9641 Q 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758=3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE THREE Permit #791529 j C.'" Ei 34-122R PUMP 4000 Joe: Bullocks Departmen nil « NO. - SPEC. 28•DAY STR. PSI ADDRESS: 2557 E1 Camino Real rE-B 2 51980 Carlsbad, Califo,a _ , OF L YEAR: 1980 Building aepartmf LAB NO. I DATE C35 MCAST LOCATION IN STRUCTURE O. DA. TYPE PI -II CEMENT, . i Pozz.'300N And MBAE • STORED & CURED. NOT TESTED SCY SPEC. SLUMP 5 IN. AGG. SIZE 1 - IN. ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 28•DAY TEST RESULTS MAILED IN. AGE 54 1/4 1 2nd floor, 8" slab, Line 5 'FI' from 7 to 8. Bullocks #110 A-B=C. Made by TESD. .124 1/16 8" slab, southwest portion, 52 3.td floor, .Line IIGI' at 3. Bullocks #113 AB-C. Made by TESD. 125 1/16 3rd floor roof topping, Line 6 'IF" from 6 to 6 plus 26'-0". Bullocks #114 A-B-C. Made by TESD. 195 1/25 2nd floor roof wall closure 5 beams, Line "C" at 1. Bullocks #123 A--B-C. Made by TESD. 239 2/4 3rd floor roof, 6" slab, southeast portion, Line 7.5 at "F.5". Bullocks #126 A-B-C. Made by TESD. 288 2/6 3rd floor roof slab, .Line_ 2 between "F" and "G11. Bullocks #128 A_-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge and Thomas, Inc., S.E. ((1) C.L. Peck, Attn: Ed Berry .(4-) Carlsbad.City Building Inspection Dept. (1) Conrock THC : kh --- 4120 10-day 3040 1/18/80 60-day *Disc. 1/25/80 2 /l /80 2/14/80 2870 ' 4460 60-day -Disc. 2122/80. 3290 3150 5-3/4 1 3780 72 3110 TESTING EN REVIEWED BY, 60-day I *Disc. 60-day 1'4Disc. T.H.` Chapman,iR.E. #12882 - FORM t0 Jt< (� Testing Engineers —San Diego 0.,_0EPEy fN O ,ly a O �$ 3467Kurtz St:, P.O. Box,80985, San Diego, Ca. 92138 (774) 225-9641 0 1903 West Vista Way, Unit 8, Vista, California 92683 (714) 758--3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE --FOUR I11 v 10 M} JOB: Bullocks Department Store `54fi No. 34-12OR SPEC. 28-DAY STR. 3000 Psi FEB 251980 ADDRESS: 2557 El Camino Real TYPE I'II CEMENT 5.5 SCY SPEC. SLUMP 5 IN. Carlsbad, Cal ifo'O O F CA PLS BAD Pozz. 300N - AGG. SIzE 1 IN. Building fle artrl� ntSTORED & CURED: NOT TESTED - YEAR: 1979 and 1980 ULTIMATE COMPRESSIVE STRENGTH, PSI OTHER SLUMP 7-DAY 28 DAY TEST RESULTS DATE MAILED LAB NO. DATE CAST LOCATION IN STRUCTURE C34 MO. DA. IN. AGE 4058 11/15 Wall footing, Line 1 at 3 2510 3860.-- 60-day *Disc. 11/30/79 "C". Bullocks #72 A-B-C. " 12/14/79 Made by TESD. 2/22/80 Lab. No C35 341 2/12 North grade beam, electrical 6 --- 8-day 2650 enclosure area. Bullocks #132 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd,'Kelsey, Woodard, AIA (1) Steinbrugge & Thomas' Inc., S.E. , TESTING ENG NEE S.DIEGO (1) C.L. Peck, Attn: Ed Berry REVIEW ,(17 Carlsbad City Building Inspection Department (1) Conrock ---- THG•kh T.H. Chapman/R.E. #12882 FORM 1 PAGE I JP -� Testing Engineers —San. Diego . 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD35-600 FILE: 5049-1, Permit IP791529 FEB 25 1980, J013: Bullocks Department StoreMY F CAR L SE BUild ng Departmen ADDRESS: 2557 El Camino Real,, "Carlsbad, California DATE Feb. ,22, 1980 INSPECTION OF Reinforced Masonry and Reinforced Concrete, P�FABRICATOR OR ERECTOR: Hafer Steel and Masonry Builders CONTRACTOR: C.L. Peck Company SHOP FIELD XXX PLANT DATE, Reinforcing Steel: ASTM A615, Grade 40 and 60. REG. HRS. Concrete Mix: 34-120 (5.5 sks., 3000 psi). 0.T.HRS. Masonry Units: ASTM C90, Grade N-1. REINSP: HRS. Grout Mix: 34-142 (7.5 sks., 2500 psi) . INSPECTOR Mortar: Type I'M" (2500 psi) . DATE 2 /11 /80 REG. HRS. 8.0 O. T. HRS. REINSP. HRS. 'INSPECTOR J.E. Hanssel. DATE 2 /12 /80 REG. HRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR DATE - REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR DATE 2 /13 /80 REG. HRS. 5.0* O. T. H Rs. REINSP. HRS. INSPECTOR Reinforced Masonry: Observed the placement of reinforcing steel and masonry units in 2nd floor roof parapet walls to 18'-0", top -of -walls, on 8" roof slab areas in southwest and southeast portions. Reinforced Concrete: Inspected the placement of reinforcing steel in three grade beams at enclosure wall footings in electrical area west side, and in stairway footings at truck loading area. Reinforced Masonry: Witnessed placement of approximately 13.0 cubic yards of grout to 18'-0" in soffit at southwest portion, and 2nd floor parapet walls on 8" roof slab areas in southwest and .southeast portions. Cast grout samples, marked Bullocks #131 A-B-C, from southwest soffit, outside face, Line "F.4" to "G" on Line 1:.3 at 16'-8 ". This completes reinforced masonry inspection. in the main building. Reinforced Concrete: Witnessed placement & consolidation of approximately 38.0 cubic yards of concrete in truck loading area, north and south wall footings; stairway wall footings; three grade beams; and wall footings in electrical enclosure area.. Cast test samples, marked Bullocks IP132 A-B-C, with a 6" slump, from, north grade beam. Reinforced Masonry: Inspected.the placement of reinforcing steel and masonry units in electrical enclosure wall to approximately 8" above finished floor slab. Hours prorated with other work. (1) C.Z. Peck Company REPORTED TO: (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. a5/) (1) C.L. Peck, Attn: Ed Berry f,-F-1)-- Carlsbad City Building Inspection Dept. TESTING ENGIN REVIEWED - SAN DIEGO THC•kh T.H. 6hapmaA, y}I.E. #12882 FORM to JP Testing Engineers —San Diego Ke X" o y 346 7 Kurtz St., P.O. Box. 80985, San Diego; Ca. 92188 (714)225-9641 1903 West Vista, Way, Unit B, Vista, California 92083 (714) 758-3-730 FILE No 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit 091529 in SPECIFIED JOB: Bullocks Department tore MATERIAL:�Prisms 28-DAY STR.: .2500 PSI FEB 2 51980 PRO11RtIONS/Mix No.: Grout Mortar / Block ADDRESS: 2557 El Camino Real - Carlsbad,'Califo CIFTY OF CARLS 3AD . CEMENT:�SPEC. SLUMP: --IN. YEAR: -1979 and 1980 Building Departtnwl�DMIXTURE, AGG. SIZE- IN. *STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI -DATE Lab. No. DATE � - OTHER CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED C34 MO. DA. IN. AGE - 4424 12/19 12" prisms. Bullocks #101 --- 2220 2690 60-day *Disc. 12/28/79 A-B-C-D-E. Made by Masonry- 2050 60-day -;Disc. 1/18180 Builders. 2/1/80 /22/80 Lab. No. 192 1/25 81t prisms. Bullocks #120 2330 2700 160-dayl *Disc. A-B-C-D-E.- Made by Masonry 60-dayl *Disc. I Builders. 60-dayl *Disc. (1) C. L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1), Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department Masonry Builders wLc:.kh TESTING ENGINEERS, SAN DIEGO REVIEWED By William L. Cochrane., R.E. #24445 .p4 Testing Engineers —San Diego v 3467Kurtz St., P.O. Box 80985, San Diego, Ca.-92138 (714) 225-9641 1903 West Vista Way, Unit-B, Vista; California 92083 (714) 758-3730 FORM 16 JP r � FILE No. 5049-1 SU `t, aFTSk N TEST RESULTS PAGE TWO Permit #79152-9 - SPECIFIED 2500 JOB: Bullocks Department Store °E B 2.5 198 MATERIAL: —Mortar 28-DAY SIR.: PSI 1 cement, 3 sand, 1/4 lime ' ADDRESS: 2557 E1 Camino ReaCITY Off' PROPORTIONS/MIX NO.: Carlsbad, California �'€id-dtiig De�i8rtin T AD -- E CEMENT: --, SPEC. SLUMP: -- IN. 0n$ Lime YEAR: 1.980 ADMIXTURE: AGG. SIZE: IN. *STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI DATE MAILED Lab. No. DATE CAST LOCATION IN STRUCTURE SLUMP - 7-DAY 28-DAY OTHER TEST RESULTS C35 MO. DA. IN. AGE 42 1/3 2nd floor wall, Line 1 from --- 2620 13480 60-day -Disc. 1/11/80 65 127 191 193 222 'IF" to "F.3" at 121-0 ". Bullocks #108 A-B-C. Made by TESD. - 1/8 Southeast soffit, outside wall, 13'-4" elevation. Bullocks #112 A-B-C. Made by TESD. 1/17 2nd floor wall-, Line 1 be- tween "B" and "C" at Il' -4". Bullocks #116 A-B-C. Made by TESD. 1/23 Southeast soffit, inside face, 16'-8". Bullocks #119 A-B-C. ;Made by TESD. 1 /24 2/1 * fff: 81' prism test. Bullocks Yf121 A-B-C. Made by'TESD. 3rd floor wall, Line at 2, 10'-0". Bullocks #125 A-B-C. Made by TESD. Southwest soffit, front face, Line "G" at 1 plus 13' -0" at 17' -4 ". Bullocks #130 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: R. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry 1(1r)" Carlsbad City Building Inspection Department (l) Masonry Builders THC :.kh 2850 1 429-0 j 60-day I '-Disc. 1650 1 2690 1 60-day I *Disc. 2130 j 3960 1 60-day j *Disc. 3180 1 4820 1 60-day I *Disc. 2470 _.-- 12-day 2940 - TESTING ENGINEERS, S N IEGO REVIEWED BY ,. /t T.H. `Chapman, `RA. #12882 1 /18 /80 1 /25 /80 2/1/80 2 /8 /80 2 /14 /80 2 /22 /80 FORM 16 JP Testing Engineers —San Diego O`.,,OE f 0 3467KurtzSt, P.O. Box80985, San Diego, Ca..92138 (714)225-9641 U 1903 West'Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWD- Permit 1�791529 '� 1 ' Mortar SPECIFIED 2500 JOB:. Bullocks Department Store MATERIAL: 28-DAY STR.: PSI ADDRESS: 2557 El Camino Real FEB 2 5191 Carlsbad, Californ TY OF YEAR: 1980Depa1 *STORED & CURED, N Lab. No. DATE CAST C35 MO. DA. 42 1 1 /3 65 127 191 193 222 290 TESTED LOCATION IN STRUCTURE 2nd floor wall, Line 1 from 'IF" to t1F.3 " at 12' -0 ". Bullocks #108 A-B-C. Made by TESD. Southeast soffit, outside wall, 13'-4" elevation. Bullocks #112" A-B-C. Made by TESD. 1/17 2nd floor wall, Line 1 be- tween "B" and 110 at 1111-411. Bullocks #116 A-B-C. Made by TESD. 1/23 Southeast soffit, inside face, 16'-8". Bullocks #119 A-S-C. Made by TESD. 1/24 811 prism test. Bullocks #121 A-B-C . Made by TESD. 2/1 3rd floor wall, Line "G" at 2, 10' -0t1. Bullocks #125 A-B-C. Made by TESD. 2/8 Southwest soffit, front face, Line IV" at 1 plus 13' -0" at 17' -4 ". Bullocks #130 A-B-C. Made by TESD. PROPORTIONS/MIX NO.: 1 cement, 3 sand, 1/4 lime ��:.►_ CEMEI`{T: SPEC. SLUMP: _�- IN. Lime f71XTUREt AGG. SIZE- 1N. ULTIMATE COMPRESSIVE STRENGTH, PSI' OTHER DATE SLUMP 7-DAY 28•DAY TEST RESULTS MAILED IN. AGE --- 2620 I 3480 60-day [*Disc. 1/11/80 " (1) C.L. Peck (1), Bullocks Department 'Stares, Attn: E. 3ahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry (1} Carlsbad City Building Inspection Department Masonry Builders THC:kh 2850 1 4290. 1 60-day [ *Disc. 1650 1 -2690 160-day I *Disc. 2130 j 3960, 1 60-day I *Disc. 3180, 1 -4820 ! 60-day I *Disc. 2470 _. 12-day 2940-- TESTING ENGINEERS. S N • (EGO REVIEWED BY T.H. `Chapman, `Ret. #12882 1/18/80 1 /25 /80 2 /"1 /80 2 /8 /80 2/14/80 2 /22 /80 FORM I PAGE I JP 0 -Testing Engineers —San Diego DF,FNDF.E fH, D '3467Kurtk St., P 0. Box 80985, San Diego, Ca. 92138 (714) 225-9641" 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 Page 1 of 2 LABORATORY NUMBER SD35--507 INSPECTION REPORT DATE February 13, 1980 FILE: #5049-1, Permit #791529 JOB: . Bullocks Department Store ADDRESS: 2557 E1 Camino Real, Carlsbad, CA DATE REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR DATE 2/4/80 REG. HRS. 8.0 O. T. H RS. REINSP. HRS. INSPECTOR John E. Hanssel DATE REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR DATE 2/5/80 REG. HRS. 8.0 O. T. HRS. 0.5 REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HAS. INSPECTOR INSPECTION OF Reinforced Concrete and Reinforced'Masonry FABRICATOR OR ERECTOR: Hafer Steel and Masonry Builders CONTRACTOR: C.L.Peck Company SHOP FIELD [ALL PLANT Reinforcing Steel: ASTM A-615,_ Grade 40 and 60 Concrete Mix: 34-122R, (4000 psi, 6.8 sks .) Masonry: ASTM C-909 Grade N-1 Mortar: Type "S" (2500 psi) _ 198 Grout Mix: 34-142 (2500 psi, 7.5 sks) a_ - � � I n Reinforced Masonry": Observed .the placement of reinforcing steel RRgr ft,,�t crete masonry units in 2nd floor roof parapet wall to 4'-8" on Line 1 from "B" to ""D"; to 6'-8" in -shear wall on 3rd floor on Line "D" from 1 to 1 plus ll'-0"; to 17'-4" in southwest soffit and to 2'-0" in 3rd floor roof parapet on Line 1 from "D" to""F". Reinforced Concrete: Observed the placement of approximately 65.0 cubic yards of concrete in 3rd floor roof topping slab, wall --roof closure beams and 6" slab in locations as follows- Along.8.'-O" wide perimeter on Line 8 from "E" to "F"; 6" slab, southeast portion; perimeter on Line "H" from 3.7 plus 6'-0" to 5.1 and Line 1 from "D" to "E" plus 26'-0". Cast test samples from 3rd floor roof, 6" slab, southeast portion at "F;5" at 7.5 marked, Bullocks #126 A-B-C, with a slump of 5-3(44". Reinforced Masonry: Observed the placement of reinforcing steel and concrete masonry units in 3rd floor roof parapet on Line 1 from "D" to "F" to 4'-2": in shear wall on Line I'D" from 1 to 11'-0" to 10"-0" and to 141-011 in 3rd floor wall from "F-1" to "H-3..7" to 16'-8" and in 3rd floor roof parapet on Line "H" from 3.7 to 5.1 to 4'-2". Observed the placement of approximately 19.0 cubic yards of grout in locations as.follows. 3rd floor shear wall in three lifts to 6'-0", 10'-0" and 14'-0"; 2nd floor roof parapet wall on Line 1 from "B" to "D" to 4'-�8"; in 3rd floor roof parapet to 4'-2" on Line 1 from "D" to "F"; and 3rd floor wall to 16'-0" from "F-1" to "H-3.1". Cast samples of grout from 3rd floor wall at "G-2" at 14'-0" marked` Bullocks #127 A-B-C. Reinforced:Conert-te; Inspected the placement of reinforcing steel in 3rd floor 6"' roof slab-, southwest portion. 46 FORM 1 PAGE 2 JP 0 Testing Engineers San Diego off. NDEFFNOFM1C 4 3467KurtzSt., P.O. Rox80985, San Diego, Ca. 92138 •(714)225-9641 1903 Vilest Vista Way, Unit B., Vista, California 92083 (714) 758-3730 Page 2 of 2 . LABORATORY NUMBER SD35-507 JOB: Bullocks Department Store DATE • February 13, 1980, ,DATE. 2 / 6 /80 REG. HRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR DATE REG.. HRS. O. T. HRs. REINSP. HRS. INSPECTOR Reinforced Masonry: Observed the placement of reinforcing steel and con- crete masonry units in 3rd floor roof parapet to 4"-2" from "H-5.1" to "F-81'; from "F-8" to"D-8" and to 11. 4" from."F-rl" to "H-3.7". Reinforced Concrete- Observed the placement of approximately 38.0 cubic yards of concrete -in 3rd floor 6" roof slabs southwest portion. jtCast test samples from roof slab on Line 2 between "F" and TIC" marked. Bullocks #128 A-B-C, with a slump of 72": Notified superintendent of high slump: reslumped succeeding trucks at 42" to 52". This completes reinforced - concrete work in the main building: DATE Reinforced Masonry: Observed the placement of reinforcing steel and con- REG. HRS. 8'.0 crete masonry units in 3rd floor roof parapet to 4''-2" from "F-l" to "Hr3.7". O. T. HRS. Observed the placement of approximately 19.0 cubic yards of grout in 3rd REINSP. HRS. floor roof parapet to 4 *-2" from, "DT8" to "F--8"", "H-5,1" to "H-3.7" and to INSPECTOR "F-1". Cast samples of grout from parapet at "H-4" at 2'-0" marked Bullocks. #129 A-B-C. This completes all 3rd floor roof parapet. DATE 2/8/80- REG. HRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR REPORTED To: (1) (1) (1) (1) (1) Reinforced Masonry: Observed the placement of reinforcing steel and con- crete masonry units in southwest soffit to 18"-0". Cast samples of mortar from out -side- face of soffit at "G-1" plus 13'..-nO" at 17" 4" marked., Bullocks #130 A-B-C. Reinforced Concrete: Inspected the placement of reinforcing steel in north and south truck loading area wall footings. FEB 1519so cl-1 AL Ct'uiid-ing .Department C.L. Peck dontractor , Bullocks Department Stores. Attn: Mr. E. 3ahns Ladd, Kelsey, Woodard, AIA Steinbrugge & Thomas, Inc., S.E. TESTING EN C.L. Peck Contractor, Attn: Mr. Berry REV City of Carlsbad Bldg, Insp. Dept. - SAN DIEGO THC:mg Tt 114 Chapm/ri, Rt t 12882 FORM 16 JP 0 Testing Engineers —San Diego DF.\NDEVENpFN O 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 •(714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE THREE Permit #791529 JOB: Bullocks Department Store Mix No. 34-122R PUMP SPEC. 28-DAY STR. 4000 PSI ADDRESS: 2557 El Camino Real TYPE PI -II CEMENT 6.8 SCY SPEC. SLUMP 5 IN. _Carlsbad, California ADMIX. Pozz. 30ON _ and MBAE AGG. SIZE 1 - IN. YEAR: 1980 LAB NO. DATE CAST LOCATION IN STRUCTURE C35 MO. DA,. 54 1/4 2nd floor, 8" slab, Line 'IF" from 7 to 8. Bullocks #110 A-B-C. Made by TESD. .124 1/16 8" slab, southwest portion, 3Lrd floor, Line "G" at 3. Bullocks ;A113 A--.B-C. Made by TESD. 125 1/16 3rd floor roof topping, Line IT" from 6 to 6 plus W -011. Bullocks, #114 A-B-C.. Made by TESD... 195 1/25 2nd floor roof -wall closure beams, Line "C" at 1. Bullocks #123 A-B-C. Made by TESD. 239 2/4 3rd floor roof, 6.11 slab, southeast portion, Line 7.5 at "F.5". Bullocks #126 A-B-C. Made by TESD. 288 2/6 3rd floor roof slab, Line 2 between "F" and f10. . Bullocks #128 A-B-C. Made by TESD. • STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI DATE OTHER SLUMP 7-DAY 28-DAY MAILED TEST RESULTS IN. AGE 5 --- 4120 10-day 3040 1/18/80 60-day Disc. 1/25/80 2 /l /80 2/14/80 (1) C.L. Peck (1) Bullocks Department Stores, Attn: E.. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge and Thomas, Inc., S.E. e(l C.L. Peck, Attn: Ed Berry Carlsbad:City Building Inspection Dept. Conrock THC:kh 52 1 2870 1 4460, 1 60-day I *Disc. 6 1 3290 1 4950 1 60-day I *Disc. 5 1 3150 5-3/4 1 3780 72 3110 CITY -OF CI�C3 L D iiding D partmen TESTING ENGINE IRS, AN OIEGO REVIEWED B pman,;R.E. #12882 FORM 16 JP Testing Engineers —San Diego 346.7 Kurtz St-,,P. 'P. O. B.ox 80985, San Diego, Ca. 92138 (714) 225-9641 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE FOUR JOB: Bullocks Department -Store ADDRESS: 2557 El Camino Real - Carlsbad, California YEAR: 1979 and 1980 *STORED & CURED. NOT TESTED Lab. NO.' DATE CAST LOCATION IN STRUCTURE C34 -- MO: DA. 4438' 12/21 2nd floor wall, Line 8 from I'D" to "E" at 14' -0 ". Bullocks A03 A-B-C. Made by TESD. 4492 12./28 2nd floor wall, Line-"F.4" between 1.2.and 1.1 at 8'-011 elevation. Bullocks #105 A-B-C. Made by TESD. Lab. No. C35 1/2 2nd floor wall, line 1 be- 41 tween "E" & "F".at 8'-011. Bullocks #107 A-B-C. Made by TESD. 443 1/3 2nd floor wall, Line "H" from 5 to 6 at 10-0''. Bullocks #109 A-B-C. Made by TESD. 55 1/4 2nd floor -wall, Line 1 from I'D" to "E" at 14' -Ot' Bullocks #111 A-B-C. Made by TESD.. 126 1/17 Southeast soffit outside face,,,Line "H", 6 to 6.plus 16'-0",at"14'-0". Bullocks #115 A-B-C. Made by TESD. SPECIFIED MATERIAL: Grout 28_DAY STR.: 3250 Psi PROPORTIONS/MIX NO.: 34-142 PUMP TYPE: - CEMENT: 7'5 SPEC. SLUMP: 8-� O IN. ADMIXTURE: POZZ. 30OR ' ' AGG. SIZE: 3 /8 IN. ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 28•DAY TEST RESULTS MAILED IN. AGE --- 4230 12-day 3430 1/4/80 60-day *Disc. 1/11/80 1 /18 /80 1 /25 /80 2/l/80 _-- --- 4150 10-day 3160 2/14/80 60-day *Disc. 3090 3750 - 60-day *Disc. ,(1) C.L. Peck (1)' BullocksDepartmentStores, Attn: E. J.ahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry ( Carlsbad City Building Inspection Department (1) Masonry Builders THC:kh 3420 1 5860 1 60-day I *Disc. 3010 1 5190 1 60-day I *Disc. 3210 5340 60-day -; Dis.c. U. IFE8,1511980 CI OF EUSBAD C j'1 Ing opartmellt TESTING ENGINEERS. DIEGO REVIEWEDBY T.H. Chapman,`"R.E. #12882 0 a FORM I6 JP Testing Engineers —San Diego DE.,NDEPE QfNj o . 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 sags.,?5A 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) '758-3730 FILE No. 5049--1 SUMMARY OF COMPRESSION TEST RESULTS PAGE FIVE JOB: Bullocks Department Store SPECIFIED ' MATERIAL: Grout 28-DAY STR.: 325� PSI 34-142 POMP ADDRESS: 2557 El Camino Real PROPORTIONS/MIX NO.: Carlsbad, California TYPE: CEMENT: 7`5 SPEC. SLUMP: 8-10 IN. -YEAR: 1980 ADMIXTURE:-PO2Z. 30OR AGG. SIZE: 3 /8 IN. •STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI DATE MAILED Lab' NO. DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY OTHER TEST RESULTS C35 MO. DA. IN. AGE 128 1/21 3rd floor wall, Line IV' --- 3430, 2/1/80 at 5 at 0 -0 ". Bullocks 2 /8 /80 #117 A-B-C. Made by TESD. 2/14/80 190 1/23 Southwest soffit, outside --- 2200 face, 14'-2 ". Bullocks IP118 A-B-C. Made by TESD. 194 1/25 8" prisms. Bullocks #122 --- --- 10-day 4570 A-B-C. Made by TESD. 221 2/1 3rd floor wall, Line 1 from --- 2210 "E ' to 'IF" at 14' -8". Bull Bullocks #124 A-B-C. Made by TESD. 287 2/5 3rd floor wall,:' Line "G" --- 3700 at 2 rat' 14' -0 ". Bullocks #127 A-B-C. Made by TESD. 289 2/7 3rd floor roof -parapet, --- 2560 Line IV" at 4 at 2' -011. Bullocks #129 A-B-C. Made by TESD. FRB 15 19 30 1 T Y or CAR _S. s Build n Depa imenf (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1)-Steinbrugge & Thomas, Inc., S.E. 1)- C.L. Peck, Attn: Ed Berry 9 ( Carlsbad City Building Inspection Department (1) Masonry Builders TESTING ENGINES , SAN DIEGO REVIEW T.H. Chapman R.E. #12882 THC:kh FORM t6 JP 0 Testing Engineers —San Diego OE.,NOEDFH fN D fy i 5 O 3467Kurtz St., P 0. Box 80985, San Diego, Ca. 92138 .(714) 225=9641 a, ®, F• -1903 West Vista ,Way, Unit B, Vista, California 92083 (714) 758-3730 Fu_F No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE _ TWO Permit #791529' Mortar SPECIFIED 28-DAY 2500 PSI JOB:, Bullocks Department Store MATERIAL: - STR.: 1 cement, 3 sand, 1/4 lime ADDRESS: 2557 El Camino Real PROPORTIONS/Mix NO.: Carlsbad," California TYPE: -CEMENT: ---SPEC. SLUMP: IN. YEAR: 1980 Lime ADMIXTURE: AGG, SIZE: - IN. *STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE Lab. No. DATE CAST LOCATION ►N STRUCTURE SLUMP. 7-DAY 28•DAY OTHER MAILED TEST RESULTS C35 MO. DA. IN. AGE 42 1/3 2nd floor wall, Line 1 from --- 2-620 3480 60-day *Disc. 1/11/80 11Fit to "F.3 t1 at 12' -0 11. 1 /18 /80 Bullocks #108 A-B-C. Made 1/25/80 by TESD. 2/1/80 2 /8/80 65 1/8 Southeast soffit, outside --- 2850 4290- 60-day Disc. 2/14/80 wall, 13'-4 " elevation. - Bullocks #112 A-B-C. Made by TESD. _ 127 1/17 2nd floor wall, Line 1 be- --- 1650, 2690 6-0-day 'Disc. tween "B" and "C" at 11' =41t. Bullocks #116 A-B-C: Made by TESD. 191 1/23 Southeast soffit, inside --- 2130 face, 16'-81t. Bullocks 4119 A-B-C. Made by TESD. 193 1/24 _ 8" prism test. Bullocks --- 3180, #121 A-B-C. Made by TESD. 222 2/1 3rd floor wall, Line "G" at 2, 10' -01t. Bullocks --- 2470 r YP125 A-B=C. Made by TESD. FEB15198 ' 0 CAR[ !�A[BUild_i g Depart (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. C.L. Peck, Attn:- Ed Berry Carlsbad City Building Inspection Department 1) Masonry Builders THC:kh TESTING ENGINEERS, S N IEGO REVIEWED BY ,. /� T.H. `Chapman, ` R JE . #12882 • Testing Engineers —San Diego 3467Kurtz St. P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD35-402 INSPECTION REPORT FORM i PAGE 1 JP .OF.\NDEPFMpfN S Jam\ O O I! A A. 4 DATE February 6, 1980 FILE: #5049-1, Permit #79152-9 INSPECTION of Reinforced Concrete. and Reinforced Masonry JOB: Bullocks Department Store FABRICATOR OR ERECTOR: Hafer Steel and Masonry Builders CONTRACTOR: C. L. Peck Contractor ADDRESS: 2557 El Camino Real, , Carlsbad SHOP FIELD - XX PLANT DATE Reinforcing Steel:' ASTM A-615, Grade 40 and 60 REG. HRS. Masonry: ASTM C-90, Grade N-1. } 0.T.HRs. Mortar Mix:,. Type "M" (2500 psi) REINsP.HRS. Grout Mix: 34-142 (2500 psi .1.5 sks) INSPECTOR DATE 2/l/80 REG. 'HRS. 8.0 U. T. HRS. REINSP. HRS. INSPECTOR John Hanssel DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H Rs. REINSP. HRS INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR REPORTED TO: (1) (1) (1) (1) 11 01111�' Masonry: Observed the placement of reinforcing steel and concrete masonry units in 3rd floor walls to elevation 16'-8" on Line 1 from "D", to t'F.tl to elevation 12'-8" from "F-1" southeast to "H-3"7". Cast mortar samples from 3rd floor wall at "G-2", elevation 10'-0" marked, Bullocks #125 A-B=C. Observed the placement of approximately 16.0 cubic yards of grout in 3rd floor walls to elevation 15t -4ri rr on Line 8 from D" 'T',-southwest to to "H-5.11';'west on Line "H" to 3.7; on Line 1 from "b " to "F"; and to ele- vation 12'-6" from "F-1" southeast to "H-3.7". Cast grout samples from 3rd floor wall on Line 1 between "E" and "F" at elevation 14'-8" marked, Bullocks #124 A-B-C. .Concrete.:.- Inspected the placement of reinforcing steel in 3rd floor roof - wall closure beam on Line 8 from "E" to "F"; in 3rd floor 6" slab, south- east portion; in 3rd floor roof -wall closure beam on Line "H" from 3-.7 to 5.1; and on Line 1 from "D" to "F". . - FrE r\ 80 CITY OF CARLSBAD Building Department C.L. Peck Contractor Bullocks Department Stores, Attn: Mr. E. Jahns Ladd, Kelsey, Woodard, AIA Steinbrugge & Thomas, Inc., S.E. TESTING E_NGIN C: L. Peck Contractor, Attn: Mr. Ed Berry REVIEWED City of Carlsbad Building Irisp.,Dept. �� - SAN DIEGO THC•mg T, 1t Chapman ACE, #12882 FORM {6 JP 0 Testing Engineers —San Diego O`.,tlVEiEMfM1J 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 ' (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 75873730 PILE No. 5049.-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE FIVE JOB: Bullocks Department .Store SPECIFIED MATERIAL: Grout 28-DAY STR.: - 3250 PSI 3.4-142 PUMP ADDRESS: 2557 El Camino Real PROPORTIONS/MIX NO.: Carlsbad, California TYPE: CEMENT: 7.5 SPEC. SLUMP: 8-10 IN. YEAR: 1980 ADMIXTURE: POZZ. 30OR AGG. SIZE: 3/8 IN. *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE MAILED Lab. NO. DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28•DAY OTHER TEST RESULTS Cori MO. DA. IN. AGE 128 1 /21 190 1 /23 194 1/25 3rd floor wall, Lino "H" at 5 at V -0". Bullocks #117 A-B-C. Made by TESD. Southwest soffit, outside. face, 14 ' -2 ". Bullocks #118 A-B-C. . Made by TESD. 811 prisms. Bullocks #122 A-B-C. Made by TESD. --- 3430 --- 2200 221 2/1 3rd floor wall, Line 1 from --- "E" to "Fit at 141-8". Bull Bullocks #124 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. } C.L. Peck, Attn: Ed Berry 47 Carlsbad City Building Inspection Department (1) Masonry Builders 2210 '9, v 10-day1 45.70 TESTING ENGINEE SAN DIEGO REVIEW T.H-. Chapman R.E. #12882 2 / 1 /80 2 /8 /80 THC:kh �• FORM 16 JP Testing Engineers —San Diego OF.,NGFFE �Fyf $467Kurtz St, P.O. Box 80985, $an Diego, •Ca..92138 (714) 225-9641 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO 'Permit #791529- Mortar- SPECIFIED 250G Jos: Bullocks Department Store MATERIAL: 28-DAY STIR PSI PROPORTIONS/MIXNo.: 1 cement, 3-sand,, 1/4 lime ADDRESS: 2557 El Camino Real Carlsbad, California TYPE: - CEMENT-: SPEC. SLUMP: IN. Lime AGG. SIZE: IN. YEAR: 1980 ADMIXTURE: _ *STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI Lab . -No . DATE OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28=DAY TEST MAILED C35 MO. DA. IN. AGE RESULTS 42 1/3 2nd floor wall, . Line 1 from --- 2620 3480,.' 60-day *Disc. 1/11/80 IT" to t1F.311 at 121-0 11. 1 /18/80 Bullocks #108 A-B-C. Made 1/25/80 by TESD. 2/1/80 2 /8 /80 65 1/8 Southeast soffit, outside --- 2850 4290 60-day Disc. wall, 13'-4" elevation. Bullocks #112 A-B-C. Made by TESD. 127 1/17 2nd' floor wall, Line 1 be- --- 1650 tween "B" and "C" at ll' -4". Bullocks #116 A--B-C. Made r by TESD. 191 1/23 Southeast soffit, inside - 2130 face, 16'-81t. Bullocks 1#119 A-B=C. Made by TESD. 193 1/24 811 prism test. Bullocks --- 3180 #121 A-B-C. Made by TESD. 222 2/1 3rd- floor wall, Line t0" --- 2470- , at 2, 101=011. Bullocks- #125 A-B-C. Made by TESD.- . afar �- (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. TESTING ENGINEERS, S N, IEGO 1) C.L. Peck, Attn: Ed Berry REvtEWED BY Carlsbad City Building Inspection Department_ (1) Masonry Builders T.H. Chapman, `R . IP12882 THC : kh . ' FORM 16 Jr 0 Testing Engineers —San Diego OF.,NCEVFMFNl = 3467KurtzSt., P.O. BoX80985,San Diego, Ca. 92138 (714)225-964-1 A - h 1963 West Vista Way, Unit B, Vista, .California -92083 (714) 758-3730 FILE No.. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE„ THREE Permit 4791529 JOB: Bullocks Department Store Mix No. 34-122R PUMP SPEC- 28-DAY STR. 4000 Psi ADDRESS: 2557 El Camino Real TYPE PI -II CEMENT 6$ SCY SPEC. SLUMP 5 IN. Carlsbad, California ADMIX. Pozz. 30ON and,MBAE - AGG. SIZE 1 -=rIN. *STORED & CURED. NOT TESTED YEAR: 1980 ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE LAB NO. DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED C35 MO. DA. IN. AGE 54 1/4 2nd floor,-'8" slab, Line 5 --- 4120- 10-day 3040 1/18/80 'IF" from 7 to 8. Bullocks 60-day -Disc. 1/25/80 #110 A-B-C. Made by TESD. 2/1 /80 124 1/16 8" slab, southwest portion, 51, 2870 3rd floor, Line "G" at 3. Bullocks #113 A-B-C. Made - by TESD. 125 1/16 3rd floor roof topping,'Line' 6 3290 "F" from.6 to 6 plus 26'-0". Bullocks #114 A-B-C. 'Made by TESD. 195 1/25 2nd floor roof -wall closure 5 3150 beams, Line "C" at 1. Bullocks #123 A-B-C. Made by TESD. Ramp C Eve PITY 1980. CIF Bit ildBng Dk AartmE�t (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge and Thomas, Inc.,. S.E. TESTING ENGINE ;RS. AN DIEGO 1) C.L. Peck, Attn.: Ed Berry REVIEWED eYCarlsbad.City Building Inspection Dept. ,(1) Canrock THC:kh T.H. Chapman,, R.E. #12882 - FORM 16 JP �r Testing Engineers —San Diego p`.HUPFppFN 3467Kurtz St., P. O. Box 80985,_ San Diego, Ca. 92138 (714) 225-9641 1903 West Vista- Way, Unit B, Vista, California 92083 (714) 758-3130 c„ nrr, 5049-1 S[IMMARY OF COMPRESSION TEST RESULTS PAGE FOUR - JOB: Bullocks Department Store SPECIFIED - MATERIAL: Grout 28-DAY STR.: 3250 PSI 34-142 PUMP ADDRESS: 2557 El Camino Real PROPORTIONS/MIX No.: Carlsbad, California TYPE: - CEMENT: 7.5 SPEC. SLUMP: 8-10 IN, YEAR: 1979 and 1980 ADMIXTURE: PoZZ. 300R AGG. SIZE: 3 /8 �lN. *STORED & CtIRED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI DATE MAILED Lab . NO. DATE .OTHER TEST RESULTS ' CAST LOCATION IN STRUCTURE SLUMP 7-DAY g8-DAY C34- MO. DA. IN. - -- AGE 4438 12./21 2nd -floor wall, Line 8' from --- --- 4230 12-day 3430 1/4/80 I'D" to "E" at 14'-0". 60-day *Disc. 1/11/80 Bullocks #103 A-B-C. Made 1/18/80 by TESD. 1 /25 /80 2/1/80 4492 12/28 2nd floor wall, Line "F.4" --- --- 4150 10-day 1.60� between 1.2 and 1.1 at 8'-0" 60-day *Disc. elevation. Bullocks #105 A-B-C. Made by TESD. Lab. No. C3.5 41 1/2 2nd floor wall, Line 1 be- - 3090 3750 60-day ,`Disc. tween "E" & 'IF" at 8'-Orr. Bullocks #107 A-B-C. Made by TESD. 43 1/3 2nd floor wall, Line "H" --- 3420 5860 60-day *Disc. - from 5 to 6 at 16'-0". Bullocks #10-9 A-B-C. Made by TESD. 55 1/4 2nd floor wall, Line 1 from --- 3010 5190 60--day *Disc. "D" to 'W' at 14'-011 1! 1i .- Bullocks #111 A-B-C. Made by TESD. 126 1/17 Southeast soffit outside --- 3210 face,,. Line "H", 6 to 6. plus c y 1986 16'-0", at'14'-0". Bullocks �F #115 A-B-C. 'Made by TESD. Plg ) party rt - ;(1) C. L. Peck (1) Bullocks Department Stores, Attn: E..Jahns " (1-) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas-, Inc-, S.E. TESTING ENGINEERS, DIEGO C.L. Peck, Attn: Ed Berry REVIEWED BY } Carlsbad City Building Inspection Department (1) Masonry Builders THC•kh T.H. Chapman, R.E. #12882 • FORM 16 JP Testing Engineers —San Diego p.,tlp[VEMpFY 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (71'4)225-9641 0 1903 West Vista Way, Unit B, Vista, California_ 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE FIVE SPECIFIED JOB: Bullocks Department Store MATERIAL: —Grout 28-DAY STR.: 3250 PSI" 34-142 PUMP ADDRESS: 2557 El Camino Real PROPORTIONS/MIX No.: Carlsbad, California TYPE: CEMENT:. 7.5 SPEC. SLUMP: 8-10 IN. YEAR: 1980 ADMIXTURE: POZZ • 30OR AGG. SIZE: _ 3/8- 1 *STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER Lab. NO. DATE CAST LOCATION IN STRUCTURE SLUMP 7-PAY 28-DAY MAILED TEST RESULTS (+Q� MO. DA. IN. . 128 1/21 13rd floor wall, Line "H" at 5 at 0 -0". Bullocks #117 A-B-C," Made by TESD. 190 1/23 Southwest soffit., outside face, 10 -2 ". Bullocks # 118 A-B-C. Made by TESD. --- I 3430I - I I 1 2/1/80 --- 1 2200 -(1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns -(1) Ladd, Kelsey, -Woodard, AIA -(1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry v Carlsbad City Building Inspection Department Y((j) Masonry Builders TESTING ENGI R E V I E WLP_aX,/,,,, R.E. #128B2 THC:kh FORM 16 JP Testing Engineers —San Diego oF.\NOFDfN fN 0 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641- 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No, 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO - Permit #791529 JOB: Bullocks Department Store SPECIFIED MATERIAL: Mortar 28-DAY STR.: - - PSI .1 cement, 3 sand, 1/4 lime ADDRESS: 2557 El Camino -Real PROPORTIONS/MIX NO.: Carlsbad, California TYPE: CEMENT: - SPEC. SLUMP: IN. YEAR: 1980 Lime ADMIXTURE: AGG. SIZE: -- IN. *STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI DATE MAILED Lab. NO. DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28•DAY OTHER TEST RESULTS C35 MO. DA. IN. AGE 42 1/3 2nd floor wall, Line 1 from --- 2620 3480 60=day ",Disc. 1/11/80 'IF" to "F.3 " at 12' -0 ". 1/18180 Bullocks #108 A-B-C. Made 1/25/80 by TESD. 2/1/80 65 1/8 Southeast soffit, outside --- 2850 wall, 13' -4" elevation. Bullocks #112 A-B-C. Made by TESD. 127 1/17 2nd floor wall, Line 1 be- --- 1650 tween "B" and "C" at 11' -4". Bullocks #116 A-B-C. Made by TESD. 191 1/23 Southeast soffit, inside --- 2130 face, 16'-8". Bullocks #119 A-B-C. Made by TESD. 193 1 /24 8" prism testa Bullocks --- 3180- #121 A-B-C. Made by TESD. (1) C.L. Peck {1) Bullocks Department Stores, Attn: E. Jahns (1) .Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc.., S.E. (1) C.L. Peck, Attn: Ed Berry '(lf Carlsbad City Building Inspection Department (1) Masonry Builders BE EC E I'VE b FEB 4 7980 C' OF Ct; E; Wing D1, ki.rrr,r iF€ TESTING ENGINEERS. S N IEGO REVIEWED BY T. H., "Chapman, `RP,. #12882 I mur : kh • FORM I6 JF 0 Testing Engineers —San Diego10 DE.,MDEDF DFN 3467Kurtz St., P.O. Box 8.0985, San Diego, Ca. 92138 (714) 225-9641' 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 _ SUMMARY OF ,COMPRESSION TEST RESULTS PAGE ONE Permit #791529 SPECIFIED :JOB: Bullocks Department Store MATERIAL: Prisms 28_DAY STR.: 2500 Psi ADDRESS: 2557 E1 Camino Real PROPORTIONS/Mix No.: Grout / Mortar / Block Carlsbad, California 'TYPE: -- CEMENT: -- SPEC. SLUMP: -- IN. YEAR: 1979 and 1980 ADMIXTURE: - AGG. SIZE: IN. *STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI Lab. No. DATE OTHER DATE CAST LOCATION. IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED C34 MO. DA. IN. I I I AGE i 4424 12/19 12" prisms. Bullocks #101 --- A-B-C-D-E. Made by Masonry Builders. Lab.. No. 192 jl_/25 8 " prisms-. Bullocks #120 --- A-B=C-D-E. Made by Masonry Builders. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1). Ladd, Kelsey, Woodard, AIA ) Steinbrugge-& Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department (1) Masonry Builders WLC:kh 2220 1 2690 1 60-day Disc. 1 12/28/79 2050 60-day 1,-Disc. 1/18180 - 2 /1 /80 2330 ►i F CAf?LSf3,1 Luil ing nep rtment TESTING ENGINEERS, SAN DIEGO REVIEWED BY William L. Cochrane, R.E'. #24445 • FORM t PAGE t JP, Testing Engineers —San Diego . DF.\NDEVFHpfM' 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 C� 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758-3730 PAGE 1 OF 2 LABORATORY NUMBER SD35-286 INSPECTION REPORT FILE: 5049-1, Permit #79-1529 Joe: . Bullocks Department Store ADDRESS: 2557• El Camino Real, Carlsbad, California DATE Jan. 25, 1980 INSPECTION OF Reinforced Concrete/Rein-- forced Masonry/Structural Steel Assembly FABRICATOR OR ERECTOR: Hafer Steel /Masonry - Builders/ Riverside Steel CONTRACTOR: C.L. Peck Company SHOP FIELD XXX PLANT DATE Reinforcing Steel: ASTM A615, Grade 40 and 60. REG. HRS. Concrete Mix: 34-422R (6.8 sks., 4000 psi). o. T. HRS. Masonry Units: ASTM C90, •Grade N=z1. REINSP. HRS. Grout Mix: 34-142 (7.5 sks., 2500 psi) . INSPECTOR Mortar: Type "M" (2500 psi) . Structural Steel: ASTM A36. 1/21/80 1/2 Reinforced Masonry: Inspected placement of reinforcing steel and masonry "H" DATE units in 3rd floor wall to 3'-4" from Line "F" at 1 southeast to Line REG. HRS. REG. at 3.2, and in southwest soffit to 1410 . Witnessed placement of 0. HRS. approximately 15.0 cubic yards of grout in 3rd floor walls as follows: REINSP. HRS. " it " ft " f " tt " t0 2 -0 from Line F at .1 southeast to H at 3.2; to 6 -4 on Line H INSPECTOR from 3.2 to 5.1; to 5'-8" from Line "H" at 5.1 northeast to 'IF" at 8; and J.E. Hansel, to 15'-8" in southeast soffit. Cast grout samples, marked Bullocks #117 A-B-C, on Line "H" at 5 at 4' -0". DATE Structural Steel Assembly: Witnessed the reworking of two W21x44 beams in REG. HRS. 3rd- floor framing at Line 3 plus 28T _ 0tt tt between Ett tf and FIt per Drawing 0.T.HRS. R..25, dated 12/20/79. REINSP. HRS. INSPECTOR Reinforced Masonry: Inspected placement of reinforcing steel and masonry "H" 1/22/80 DATE units in3rd floor walls as follows: to 6' -0" from Line at 3".2 north - REG. HRS. 5.5%'� REG.HRS. west to s F at 1; to 4 8 from Line F at l to D , at 2nd floor wall on 0. Line 1 -from "B" to "C" pluss 22'-0" to 14'-8"; and to 14'-8" in "southwest REINSP. HRS. soffit.Structural INSPECTOR Structural Steel Assembly: Witnessed the completion of reworking of beams in 3rd floor framing. Observed placement of structural steel elevator guides in west elevator shaft from pit to 2nd fl"� DATE REG. HRS. O.T. HRS.. JAN 3 01980 REINSP. HRS. INSPECTOR O1 V / OF CARLSBA •' FORM 1 . JP Testing: Engineers —'San- Diego `F.\NDEGEHfNr o ' 3467KurtzSt., P.O. Box,80985, San Diego, Ca. 92138' (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 PAGE 2 OF 2 LABORATORY NUMBER SD35-286 JOB: Bullocks Department Store DATE Jan. 25, 1980 DATE 1/23/80 Reinforced Masonry: Inspected the placement of reinforcing s-teel and masonry REG. HRs. 8.0 units as follows: 2nd floor walls to 16'-8" on Line 1 from "B" to "D"; 3rd 0.T.FIRS. floor walls to 6'-8" on Line "D" to "F" at 1; 3rd floor wall to 12'-8" on REINSP. HRS. Line "H" .from 3.2 to 5.1; and .to 18'-0" at inside face of southeast soffit., INSPECTOR Cast mortar samples, marked Bullocks #119 A-B-C,.at southeast soffit at 16'-81, Witnessed placement of.approximately 29.0 cubic yards of grout -in wall locations as follows: 2nd floor to 151-8" on Line 1 from "B" to "D"; 3rd floor to 6'-4" on Line I from "D" to "F", southeast to 3.2; to- 12'-0" - DATE • on Line 8 from "D" to _"F"; and in southwest soffit to 14'-8". Cast grout. REG. HRs. samples, marked Bullocks #118 A-B-C-, from southwest soffit at •14' -2 ". O.T.HRS. Structural.Steel Assembly: Observed the placement of structural steel REINSP. HRS. elevator guides in west and south elevator shafts from pit to roof. This INSPECTOR completes'.placement of elevator guides. Reinforced Masonry: Inspected placement of reinforcing steel and masonry DATE 1/24/80 REG. HRs. 8.0 units in 3rd floor walls to 12'-8" from Line "F" at 8 southwest to "H" at 0.T.HRS. - 5.1; Line 1 from "D" to "F"; and to 18'-0" at outside face of southeast REINSP. HRS. soffit. Witnessed the assembly of five 8" prisms, marked Bullocks #120 INSPECTOR A-B-C-D-E. Cast mortar samples, marked Bullocks #121 A-B-C, from prisms. Reinforced Masonry: Inspected placement of reinforcing steel and masonry DATE 1/25/80 REG. HRs. 8.0 ' units in 3rd floor walls to 16'-8" on •Line 8 from "D" to "F", southwest to 0.T.HRS. Line "H" at -5.1, west on "H" to "H" at 3.2; and to 16'-0" in southwest REINSP. HRS. soffit. Witnessed the placement of approximately 28.0 cubic yards of grout INSPECTOR In two lifts in 3rd floor walls to 12'-0" from Line "F" at 8 southwest to "H"' at 5•.1; Line 1 from "D" to "F"; in southeast soffit to 18'-0"; and in five 8" prisms. Cast grout samples, marked Bullocks #122 A-B-C, from test DATE prisms. REG. HRs. Reinforced Concrete: Inspected placement of reinforcing steel at the 0.T.HRS. following locations: lst floor slab, Line, "B" to "C" between.1 and 1 plus 121-0";• 2nd .floor roof topping and roof -wall closure beam, Line 1 to 1 plus REINSP. HRS. 10'-0" between "B" and "D"; 3rd floor roof topping slab and roof -wall closure INSPECTOR beam on an approximately 7' - 0" " wide perimeter from Line Dtt at 1 plus 12t - 0" _ to 2 and along Line 2 from "D" to "E" plus 24'-0"; on Line "E" from 2 plus 8' -0" to Line 5; Line 5 from "E" to "F"; and on Line "E" from 5 to 7. plus DATE 24'-0". Witnessed placement of approximately 48.0 cubic yards of concrete REG. HRS. at locations listed above. Cast test samples, k #123 A-B-C, o.T.HRs. with 5" slump, from 2nd floor roof -wall closureKf �'( REINSP. HRS. INSPECTOR JA N 3 0 Hours prorated with other work. (1) C.L. Peck Company 1ALA0 REPORTED To: (1) Bullocks Department Store-s, Attn: E. Jahns Building DePartment (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry TESTING ENGINE - SAN DIEGO Carlsbad City Building Inspection Dept. RE• THC:kh T. Chapin n, .E„ #12882' • � `• � FORM to J, Testing Engineers -San. Diego oF.\NOEofNofN. 3467'Kurtz St ,' P.Q. Box 80985, San'Diego, Ca. 92138 (714) 225-9641 I�sa 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE NO. 5049-1. SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit IP79152-9 Specified JOB: Bullocks Department Store Material: Mortar 28-day Str. 2500 psi ADDRESS: 2$57 E1 Camino Real Proportions/Mix-No: 1 cement, 3 sand, 1/4 lime Carlsbad,, California Type: -- Cement: -- Spec. Slump:"-- in Year:- 1979 Admixture: Lime Agg; Size: '- in Stored & cured,, not testea ULTIMATE COMPRESSIVE STRENGTH. PSI DATE MAILED LAB NO. DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY OTHER TEST RESULTS C34. MO.VA. IN. AGE .4132 11/21 2nd floor wall, Line "A" --- =-= 3770 9-day 2660,• 11/30/79 from 4 to 4 plus 2'-0" at. 60-day *Disc. 12/4/79 1'-4" elevation. Bullocks 12/20/79 YP78 A-B-C. Made by TESD. 12./28/79• 1 /4 /80 4160 11/27 2nd floor, -all, Line "A" at --- 2290 3540 60-d.ay *Disc. 1/11/80 3, 6'-0" elevation. Bullock 1/18/80 #81 A-B-C' Made by TESD. 1/25/80• 4284 12/7 Line "H":from 4.3 to 6.3-11 -- 2600 3610 60-day *Disc. -3'-4" elevation. Bullocks 488 A-B-C. Made by TESD. 4307 12/11 2nd floor wall, Line "H11 --- 3470 5090 60=day *Disc. at 2.3, 2'-0" elevation. Bullocks #90 A-B-C. Made by TESD. 4419 12118 East column, southeast --- 2655 4290 60-day Disc. entrance, 2'-0" elevation. Bullocks #96 A-B-C. Made by TESD-. 4421 12119 Mortar from 12" component --- 2830. 4760 60=day. ,Disc. prisms. Bullocks #98 A -B- C. Made by TESD. 448-9 12/26 2nd floor wall, Line "F.5"• --- 2080 3850,-• 60-day kDisc. between 7.1 and 7.2, 101-811 • EIVE_ elevation.• Bullocks #104 A-B-C. Made by TESD. JA 7 79 (1) C.L. Peck (1)- Bullocks Department Store-s, Attn: E.'Jahns ,(1) Ladd,, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry )'Carlsbad City Building Inspection Dept. (1) Masonry Builders THC:kh Building� . NJ Department TESTING ENGI� EE� %A'N D1EG0 REVIEWED BY T.H. Chapman, R•IE. #12882 . FORM to jr Testing Engineers —San Diego pE.,NDE.ENpfN ' 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 � A 1903 West Vista Way, Unit B, Vista, California 92083 (71'4) 758-3730 FILE No. 5049 -1 SUMMARY OF COMPRESSION TEST • RESULTS PAGE ONE - Permit #791529 Specified JOB:. Bullocks Department Store Material: Mortar 28-day Str. 2500 psi ADDRESS: 2557 El Camino Real Proportions/Mix No: 1 cement, 3 sand; 1/4 lime Carlsbad, California Cement Type: : -- -- 'Spec. Slum P p: --- in Year:- 1979 Admixture: Lime Agg. Size: -- in Stored & -cured, not teste ULTIMATE COMPRESSIVE STRENGTH, PSI DATE LAB NO. DATE OTHER TEST I RESULTS CAST LOCATION IN STRUCTURE SLUMP 7-DAY I 28-DAY I MAILED C34 MO. DA. IN. AGE 4132 11/21 2nd floor wall, Line "A" --- --- 3770 9-day 2660 11/30/79 from 4 to 4 plus 2'-0" at 60-day *Disc. 12/4/79 1'-4" elevation. Bullocks 12/20/79 #78 A-B-C. Made by TESD. 12/28/79 1 /4 /80 416-0 11/27 2nd floor.wall, Line "A" at --- 2290 3540 60-day Disc. 1/11/80 3, 6'-0" elevation. ' Bullock 1/18/80 #81 A-B-C. Made by TESD. 4284 12/7 Line "H" from 4.3 to 6.33, --- 2600 3610 60-day *Disc. 3' -4" elevation. Bullocks 488 A-B-C. Made by TESD. 4307 12/11 2nd floor wall, Line "H" --- 3470 5090 60-day *Disc. at 2.3, 2'-0" elevation. Bullocks #90 A-B-C. Made by TESD. 4419 12118 East column, southeast --- 2655 4290 ' 60-day *Disc. entrance, 2'-0" elevation. Bullocks #W A-B-C. Made by TESD. 4421 12/19 Mortar from 12" component --- 2830, 4760 60-day kD1sc. prisms. Bullocks #98-A-B- C. Made by TESD. 'T.5" 4489 12/26 2nd floor wall, Line --- 2080 between 7.1 and 7.2, 10'-81' elevation. Bullocks #104 JAN 11980 A-B-C. Made by TESD. l F ���` ' �:itdilly eparfine f (1) C.L. Peck (1) Bullocks Department Stores, Attn: E.- Jahns (1) Ladd-, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. TESTING ENGINEER SAN O[EGO 1) C.L. Peck, Attn: Ed Berry REVIEWED 6Y -17)�-- Carlsbad City Building Inspection Dept. C 1 (1) Masonry Builders T.H. 6hapman,R1 . #12882 THC:kh FORM 15 JP Testing Engineers —San Diego - 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST .RESULTS PAGE - TWO Permit #791529 SPECIFIED JOB: Bullocks Department Store MATERIAL: —Mortar 28_DAY STR.: 2500 - PSI. ADDRESS: 2557 El Camino Real PROPORTIONS/MIX No.: I cement, 3 sand, 1/4 lime Carlsbad, California YEAR: 1980 'STORED & CURED. NOT TESTED Lab. No. I DATE CAST LOCATION IN STRUCTURE C35 MO. DA. TYPE: CEMENT: - SPEC. SLUMP: - IN.. ADMIXTURE: Lime AGG. SIZE: - IN. ULTIMATE COMPRESSIVE STRENGTH, PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. I I Ac:F 42 1/3 2nd floor wall, Line I from --- 'IF" to 11F.3 " at 12' -0 II. Bullocks #108 A-B-C. Made by TESD. 65 1/8 Southeast soffit, outside --- wall, 13'.74" elevation. Bullocks #1 2 A-B-C. Made' by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard-, AIA (1) Steinbrugge & Thomas, Inc., S.E. _C.L. Peck, Attn: Ed Berry r1(�111-))c arlsbad City Building Inspection Department ) Masonry Builders 2620 2850 1 /11 /80 1/18/80 DO B SAD c!itdEn eparfm nt - TESTING ENGINEERS, S N d1EG0 REVIEWED BY T.H. `Chapman. ' R k . IP12882 THC:kh FORM 18 JP 7 Testing Engineers —San Diego 3467Kurtz St., P. O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit B, Vista, California 92083 (71'4) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #791529 ,SPECIFIED J013: Bullocks Department Store MATERIAL: —Prisms 28-DAY STR.: 2500 PS, ADDRESS: 2557 E1 Camino Real PROPORTIONS/MIX No...' Grout �/ Mortar / Block Carlsbad, California TYPE: CEMENT. SPEC. SLUMP: - - - IN. YEAR. 1979 ADMIXTURE: AGG. SIZE: IN. *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI Lab. No. DATE OTHER DATE CAST LOCATION IN STRUCTURE SLUMP I 7-DAY I 28-DAY TEST I RESULTS MAI-LED C3.4 MO. DA. I IN. AGE 4424 12/19 1, 12" prisms. Bullocks #101 A-B-C-D-E. Made by Masonry Builders. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. f1) C-.L. Peck, Attn: Ed Berry -y"' Carlsbad City Building Inspection Department ) Masonry Builders WLC:kh 2220 1 26-90 1 60-day I *Disc-. 1 12/28/79 2050 60-day 'Disc. 1 1/18/80 1 JA V "fcg I Ty. 0 _ CAS Outldtn � �13 � Del�a"rfn �Kt TESTING ENGINEERS, SAN DIEGO REVIEWED BY William L. Cochrane, R.E. 1f24445 FORM 16 JP Testing Engineers —San Diego OE.EXDEVEN�fN' - `7 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 Vista 1903 West Way, Unit 8 Vista California 92083 7f4 758-3730 FILE No, 5049-1 SUMMARY OF COMPRESSION TEST .RESULTS PAGE FOUR f JOB: Bullocks Department- Stord SPECIFIED MATERIAL: —Grout 2$_DAY STR.: 3250 PSI ADDRESS: 2557 El Camino Real PROPORTIONS/MIX No.: 34-142 PUMP -Carlsbad, California TYPE: CEMENT: 7.5 SPEC. SLUMP: 8-10 ' IN. YEAR: 1979, and 1.980 ADMIXTURE: PoZz. 300R AGG. SIZE: 3/8 IN. 'STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI Lab. No. .DATE OTHER DATE - C34 CAST MO. PA. LOCATION IN'STRWCTURE SLUMP IN. Z-DAY 28-DAY TEST RESULTS MAILED AGE 4438 12./21 2nd floor wall, Line 8 from --- --- 4230 12-day 3430 1/4/80 I'D" tq `IE" at W-01'. 60-day *Disc. 1/11/80. Bullocks #103 A-B-C. Madd 1/18/80 by TESD. 4492 12/28 2nd floor wall, Line "F.4" --- --- 10-day 3160 between 1.2 and 1.1 at 81-011 elevation. Bullocks #105 A-B-C,, Made by TESD. Lab. No. C35 41 43 55 1/2 2nd floor wall, Line l be- tween "E" & IT". at 8 t -0 ". Bullocks #107 A-B-C. Made by TESD. 1/3 2nd floor wall, Line IV' --- 3420 from 5 to 6 at 161-0". Bullocks #109 A-B-C. Made by TESD., 1/4 2nd floor wall, Line 1 from --- 3010 "D ` to "E" at 14' -01t. Bullocks #111 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns -(1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. C.L. Peck, At.tn: Ed Berry Carlsbad City Building Inspection Department f(/.(_11_)))__Masonry Builders THC : kh TESTING ENGINEERS, DIEGO REVIEWED BY T.H. Chapman, R.E. #12882 ' • FORM 4 JP 0 _ Testing Engineers —San Diego D.,NDF.fgDF 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5049-1, Permit #791529 JOB: Bullocks Department Store ADDRass: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ENGINEER: Steinbrugge and Thomas, Inc., S.E. CONTRACTOR: C.L. Peck DATE November 27, 1979 December 17, 1979 January 18, 1980 XXX PRISM ❑ RrG. WT. CONCRETE ❑ CORES ❑ LIGHT WT. CONCRETE P MORTAR ❑ GUNITE ❑ GROUT LABORATORY NUMBER C34-4108 .MARK ON SPECIMEN ' Bullocks #74 A B C D E LOCATION IN STRUCTURE 12" fluted, high -stress block BRAND OF CEMENT U8KD - BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND . SOURCE OF ROCK . . MIX PROPORTIONS OR NUMBER Block: Hazard Company SUPPLIER (CONCRETE) . TRUCK No. & TICKET No. - - - - SLUMP OR KELLY BALL TEMPERATURE OF AIR °F TEMPERATURE OF MIXTURE - °F SPECIMENS MADE BY Testing Engineers -San Diego DATE MADE . . - . . . . November 19, 1979 DATE RECEIVED . • • . . Nov. 21, 1979 DATE TESTED' . . . . • . • Nov. 262 1979 Dec. 17, 1979 12/17/79 L/18/80 Stored & cured, AREA, SQUARE INCHES . . . . 98.28 98.02 96.86 101:64 not tested ULTIMATE LOAD. Less. - 178000 213000 208000 268000 CRUSHING STRENGTH LBS. PER. SO. IN. 1810 2170 2150 2640 AGE TESTED. DAYS - 7 28 28 60 UNIT WEIGHT. LBS. PER. CU. FT. SPECIFIED STRENGTH . 2500 PSI REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept. (1) Masonry Builders _ E'�'yUZ_D JA N 211980 ITY OF CAR LS Builftg Depart m6BAU i1t TESTING ENGINEEF� �/SAN DIEGO REVIEWED BY. / / THC:kh T.H. Chapman, y/.E. #12882 FORM i6 Jr 0 -Testing Engineers —San Diego pF.FNOFDE pFNr 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (71'4) 758-3730 PILE No. 5049-1 SUMMARY OF COMPRESSION TEST "RESULTS PAGE TWO Permit #791529 JOB: Bullocks Department Store ADDRESS: 2557 E1 Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST I C34 MO. DA. LOCATION IN STRUCTURE MIX No. 34-122R PUMP SPEC. 28-DAY STR. 4000 PSI TYPE PI -II CEMENT 6.8 SCY SPEC. SLUMP 5 IN. ADMIX. POZZ. 30ON and MBAE - AGG. SIZE 1 IN. • STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI OTHER DATE SLUMP 7-DAY I 28-DAY TEST I RESULTS MAILED IN. I AGE 3982 11/8 2nd floor slab, Line 4 plus 4-3/4 1611-0" between "E" & 'IF';. Bullocks #67 A-B-C. Made by TESD. 398-3 11/9 2nd floor slab, Line 4 to 5 on Line "B" plus 16'-0". Bullocks #68 A-B-C. Made by TESD. 3520 4920 60-day *Disc. 11/16/79 12/7/79 12/28/79 1/11 /80 1 /18 /80 6 1 29701 4460 1 60-day I *Disc. 4344 12114 "2nd floor slab, escalator 3-3/4 3060 4760 60 -day ,*Disc. area, Line I'D" plus 16' -0" at 4 plus 4'-0". Bullocks r93 A-B-C. Made by TESD. 4371 12/17 1 2nd floor roof topping, 5 Line 5 at "B". Bullocks #95 A-B-C. Made by TESD. 4420 12/18 2nd floor roof topping, 5 Line 7 from I'D" to "E". Bullocks #97 A-B-C. Made by TESD. 3870 1 4990 160-day J*Disc. 4010 1 4950 { 60-day J *Disc. 4422 12/19 2nd floor roof topping, 5 3640 4630 60-day *Disc. Line 4 at "E" plus 16' -0 ". Bullocks #99 A-B-C. Made by TESD. 4437 12/20 3rd floor slab topping, 473/4 3410 4880- 60-day *Disc. - Line 5" from -'IF" to "G". Bullocks #102 A-B-C. Made O by TESD. i P (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge and Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry ..,I -)'Carlsbad City Building Inspection Department (1) C6nrock ,, THC : kh 3uildi LBAD TESTING EN///GINEER REVIEWED T.H. Chapman; R.E. #12882 - � FORM 16 JF 0 Testing Engineers —San Diego aF`ROE.fN.,�f 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9647 ' 1903 West Vista Way, Unit B. Vista California 92083 71'4 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST, RESULTS PAGE THREE JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real Carlsbad, California Year: 1979 Stored & cured, not tested LAB NO. DATE CAST LOCATION IN STRUCTURE C34 MO. DA. 4257 12/5 Line 1, 3rd lift, composite wall. Bullocks #85 A-B-C. Made by TESD. 4283 12/7 Line ."A" beam from Line 1 to 9, 3rd floor. Bullocks #87. A-B-C. Made by TESD. 4306 12/11 2nd floor roof beam., Line "A" from 4 to 5. Bullocks #89 A-B-C. Made by TESD. 4308 12/12 2nd floor wall, Line 1111t1 at 5.2, V -4" elevation. Bullocks #91 A-B-C. Made by TESD. 4309 12/13 2nd floor wall, Line 8 at IICII, 31-4" elevation. Bullocks #92 A-B=C. Made by TESD. 4370 12/17 2nd floor wall, Line 1111" from 4 to 5, 7`-6" elevation Bullocks #94 A-B-C. Made by TESD. 4423 12/19 Grout from 1211 component prisms. Bullocks #100 A -B- C. Made by TESD. Specified Material:-. GROUT 28-day Str. 3250 psi Proportions/Mix No: 34-142 PUMP Type:' Cement: 7.5 Spec. Slump: 8-10in Admixture: Pozz. 300R Agg. Size: 3/8' in ULTIMATE COMPRESSIVE STRENGTH, PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. AGE --- 2550 3610 60-day Disc. 12/14/79 12 /20 /79 12/28/79 1 /4 /80 --- 2390 3990. 60-day 'Disc. 1/11/80 1/18/80 --- 2670 3620 60-day *Disc. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns. (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry �1) Carlsbad City Building Inspection Department (1.} Masonry Builders THC:kh 2480 1 3630 160-day I*Disc. 2230 ! 3840 E60-day [-Disc. 3540 1 3880 160-day IkD_isc. 3230 5220 160-day 'Disc. r JA 1,980 B E )FO "n Qeparfine4, TESTING ENGINES S. SAN DIEGO REVIEWED By/ S. T.H. Chapman/R.E. #12882 FORM 16 JP Testing Engineers —San Diego `Df•\NDfOFNDFN' OE7 346.7Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641- o 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-8730 FILE No, 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE - THREE Permit #791529 JOB: Bullocks Department Store Mix No. 34-122R PUMP SPEC. 28-DAY STR. 4000 PSI ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1980 L_AS NO. DATE CAST I C35 MO. QA. LOCATION IN STRUCTURE 54 1/4 2nd floor, 8" slab, Line IT" from 7 to 8; Bullocks #110 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge and Thomas, Inc., S.E. eC.L. Peck, Attn: Ed Berry 1711)2)_ Carlsbad_-City Building Inspection Dept. Conrock THC:kh TYPE PI -II CEMENT 6.8 SCY SPEC. SLUMP 5 IN. ADMIX, POZZ. -300N and MBAE AGG. SIZE 1 IN. ' STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER, ---DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. AGE 5 - 10-day 3040 1/18/80 JA' 2 � 19 CITY Al Building Depsr TESTING ENGI REVIEWED BY. e17t N DIEGO T.H. Chapman,,R.E. #12882 FORM i PAGE I JP 0 Testing Engineers —San Diego pF,,NpFpFNpFN O 3467Kurtz St., P.O. Box 80985; San Diego, Ca. 92138 (714) 225-9641,_.,? 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD35-153. _ INSPECTION REPORT DATE January 16, 1980 FILE: #5049-1, Permit #79 1529 JOB: Bullocks Department Store 2557 E1 Camino Real ADDRESS: Carlsbad, California DATE REG, HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE 1/7/80 REG. HRS. 8.0 O. T. H RS. REINSP, HRS. i INSPECTOR John E. Hanssel DATE 1/8/80 REG. HRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.-HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR INSPECTION OF Reinforced Concrete and Reinforced Masonry FABRICATOR OR ERECTOR: Hafer Steel, Masonry Builders and Riverside Steel CONTRACTOR: C. L. , peck SHOP FIELD X PLANT Reinforcing Steel: ASTM A-615, Grade 40 and 60 Concrete Mix: 1i34-121R (6.6 sacks, 4000 psi) #34-122R (6.8 sacks, 4000 psi) Masonry: ASTM C-90, Grade N-1,Hi'-Stress 3750 psi Mortar Mix: 1 part cement, 4 part lime, 3 parts sand 2500 psi Grout Mix: #34-142 (7.5 sacks, 2500 psi) Reinforced Masonry: Observed the placement of reinforcing steel and concrete masonry units in inside wall of soffit in southeast portion from "H"-6.1 to "F".4 to elevation plus 14'-8",in first course on 2nd floor roof and 3rd floor on Line "C" from 8-to 9, on Line 8 from "C" to "F". M Reinforced Masonry: Observed the placement of reinforcing steel and concrete masonry in 2nd floor roof and 3rd floor to elevation T.O.M. on Line "C" from 8 to 9, on Lime 8 from '.'C" t-o "C"+ 16'-0"; to elevation + 6'-8" on Line 8 from "C" + 16 to "F"; to elevation + 14'-8" in outside wall of soffit in sou-theast portion. Cast one test set of mortar samples fr-om outside wall of s—o-f£it_ at elevation 13'4" marked Bullocks #112 A-B-C. Carlsbad City Inspector notified Superintendent to -install cleanout holes in first course of all outside 8" block walls. Noted this was accomplished on Line "C" from 8 to 9; on Line 8 from "C" to 'T". CITY OF CARLSBAD Bui_iding ' Department REPORTED To: (1) C. L; Peck Contractor (1) Bullocks Department Stores, Attn: Mr. E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S-.E. TESTING ENGINEE S - SAN DIEGO (1) C.. L._Peck Contractor, Attn: Ed Berry (,&)m" City of Carlsbad Building Inspection REVIEWED Y. Department THC•fh T. H. Chapman R.E. #12882 • ,• - FORM 16 JT Testing Engineers —San Diego O.,tlDFDFgOf f 0 34 6 7 Kurtz St., P.O. Boz80985, San Diego; Ca. 92138 (714) 225-9641 1903 West Vista "Way, Unit B, Vista, California 92083 (714) 758-8730 FILE No, 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE THREE Permit #791529 JOB: Bullocks Department 'Store Mix No. 34-122R PUMP SPEC. 28-DAY STR. �'000 Psl ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1980 LAB NO. DATE CAST LOCATION IN STRUCTURE C35 MO. DA. 54 1/4 2nd floor, 8" slab, Line 'IF" from 7 to 8. Bullocks #110 A-B-C. Made by TESD. 124 1/16 8" slab, southwest portion, 3rd floor, Line "G" at 3. Bullocks #113 A-B-C. Made - by TESD. TYPE PI -II CEMENT 6.8 SCY SPEC: SLUMP 5 IN, ADMIx. Pozz. 30ON and MBAE _ AGG, SIZE 1 IN, "STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. I I AGE _ 5 I --- I I1/ 10-day 1 3040 °) 18/80 52 '125 1/16 3rd floor roof topping, Line 6 "F" from 6 to 6 plus 20 -0 ". Bullocks #114 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge and Thomas, -Inc., S.E. C. Peck, Attn: Ed Berry Carlsbad.,City Building Inspection Dept. (1) Conr-ock THC : kh 2870 3290 C TESTING ENGINE REVIEWED BY 71000 ./SAN DIEGO T.H. Chapman, R.E. #12882 FORM 16 JP Testing Engineers -San Diego 3467Kur-tz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, 'Vista, California 92083 (714) 758-3730 FILE No. 504-9-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE QNE- JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST (3G MO. DA. LOCATION IN STRUCTURE 4282 1 12 /6 Beam and slab, Line "A" from 3 to 6. Bullocks #86 A-$-C. Made by TESD. 4493' 12/28 2nd floor topping slab, Line "B" plus V -0" at 1 plus 4' -0 ". Bullocks #106 A-B-C. Made by TESD.. Mix NO. . 34-121R SPEC. 28-DAY STR. 4000 PSI TYPE I -II CEMENT 6.6 SCY SPEC. SLUMP 5 IN. ADMIX. Pozz. 30ON AGG, SIZE 1 IN. * STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. I I I AGE (1) C.L. 'Peck (1) Bullocks Department Stores; Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry (44--Carlsbad City Building Inspection Department (1) Courock T$C : kh 4 1 3470.-j -4550 •'1 60-day I *Disc. 5 --. 53$0. 10-day 1 4350 60-day *Disc. il? raft OF O 8 ildipg D�° artmen TESTING ENGINEE S /SAN DIEGO REVIEWED_ T. -R.E. #12882 12/144/79 1 /4 /80 1/11/80 1 /25 /80 NI D_ • •. FORM I6 JP Testing Engineers —San Diego Oi..NOFVEHFr o� A 0 3467Kurtz St, P.O. Box80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 ,(714) 758-3730 FILE No, 5-049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE -FOUR SPECIFIED JOB: Bullocks Department Store MATERIAL: GroutSPECIFIED STR.: 3250 Pgl ADDRESS: 2557 El Camino Real 'PROPORTIONS/MIX No:: 34-'142 PUMP Carlsbad, California -- 7.5 s s 8-10 IN YEAR: 1979- and 1980 *STORED & CURED. NOT TESTED Lab. No.1 DATE CAST LOCATION IN STRUCTURE C34 MO. DA. TYPE: CEMENT: P.C. LUMP. POZZ. 30OR 3/8 ADMIXTURE: AGG. SIZE: IN. ULTIMATE COMPRESSIVE STRENGTH. PSI "OTHER DATE SLUMP I 7-DAY 28•DAY I I TEST RESULTS MAILED IN. AGE 4438 12/21 2nd floor wall, Line 8 from --- --- I'D" to- "E"' at 14' -011. Bullocks #103 A-B-C. Made by TESD. 4230 12-day 3430 1/4/80 60-414y . *Disc. 1/11/80 1/18/80 1 /25 /80 4492 12/28 2nd floor wall, Line "F.4" --- --- 4150 110-day 3160 between 1.2 and 1.1 at 8'-011 60-day, *Disc. elevation. Bullocks #105 A-B-C. Made by TESD. Lab. No. I - C35 41 1/2 2nd floor wall, Line 1 be- tween "E" & "FI' at 8' -0 ". --- 3090 L Bullocks #107 A-B-C. Made by TESD. JAN 71980 43 1/3 2nd floor wall, Line "H" --- 3420 07Y OF A R L IBA O k� from 5 to 6 at 16' -0" ' Uildln $ epartm nt Bullocks #109 A-B-C. Made _ by TESD. 55. 1/4 2nd floor wall, Line 1 from --- 3010 I'D" to 'IF." at 14' -0". Bullocks IfIll A-B-C. Made by TESD. 126 1/17 Southeast soffit outside --- 3210 face, , Line "Ht1, 6 to 6. plus 16'-O",at 14'-0". Bullocks #115 A-B=C. Made by TESD. „(1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department (1 Masonry Builders THC:kh TESTING ENGINEERS/S/jrN DIEGO REVIEWED BY / / T.HI Chapman, R.E. #12882 • ; FORM 16 JP 0 Testing Engineers —San Diego O`., CEVEgpEHr 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE NO. 5049-1 SUMMARY OF -COMPRESSION TEST RESULTS PAGE TWO Permit #791529 SPECIFIED JOB: Bullocks Department Store MATERIAL: Mortar 28-DAY STR.: 2500 PSI PROPORTIONS/MIX No.: 1 cement, 3 sand, 1/4 lime ADDRESS: 2557 El Camino Real Carlsbad, California TYPE: CEMENT: SPEC. SLUMP: IN. YEAR: 1980 ADMIXTURE: Lime' AGG. SIZE: - IN. 'STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH.. PSI Lab. No. DATE OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY I 28-DAY TEST RESULTS MAILED C35 MO. DA. IN. AGE 42 1./3 2nd floor wall, Line 1 from --- 11F" to "F.3 " at 12' -01t. Bullocks #108 A-B-C. Made by TESD. 65 1/8 Southeast soffit, outside --- wall, 13'-4" elevation. Bullocks #112 A-B-C. Made by TESD. 127 1/17 2nd floor wall, Line 1 be- --- tween "B" and "C" at 11' -4t1. Bullocks #116 A-B-C. Made by TESD. (1)" C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahh s _(1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S:E. 1) C.L. Peck, Attn: Ed -Berry Carlsbad City Building Inspection Department (1) Masonry Builders 2620 2850 1650. ECE JAN 2 CiTY OF C 1 /11 /80 1 /18 /80 1/25/80 LS .* AD lartme t TESTING ENGINEERS. S N IEGO REVIEWED BY T.H. Chapman, R ;. #12882 THC:kh FORM i PAGE 7 JP Testing Engineers —San Diego O.,NOEVEHEM O 3467KurtzSt., P.O: Box80985, San -Diego, Ca. 92138 (774)225-9647 0 1903 West Vista Way, Unit 8, Vista, California 92083 (714) 758=3730 PAGE 1 OF 2 LABORATORY NUMBER SD35-245 INSPECTION REPORT - DATE Jan. 242 1980 FILE: 5049-1, Permit #79=1529 JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real, Carlsbad, California INSPECTION OF Reinforced Concrete, Rein-. forced Masonry, Structural Steel Assembly FABRICATOR OR ERECTOR: Hafer Steel-, Masonry Builders, Riverside Steel Company CONTRACTOR: C.L. Peck Company SHOP FIELD XXX PLANT DATE Reinforcing Steel: .ASTM A615, Grade 40 and 60. REG. HRS. Concrete Mix: 34-122R (6.8 sks. , 4000 psi) . o. T. HRS. Masonry Units: ASTM C90, . Grade Wl. §74 C Vftr REINsP. HRS. Mortar: Type "M" (2500 psi) . INSPECTOR Grout Mix: 34-142 (7.5 s.ks.,, 2500 psi-).4.0 �p� Structural Steel: ASTM A36. 1900 Electrode: AWS E7018. ,C � �I DATE Certified Welders: L. Bertrand, D. Fine, W. Stevens. , 1_Q, CA.�y 340 G'Iiding REG. HRS. - - d @ a'rtrnent o. T. HRs. REINSP. HRS. 'INSPECTOR Reinforced Masonry: Witnessed placement of reinforcing steel and masonry DATE 1-/16/80 units in 3rd floor walls to 2'-O" on Line "H" from 3.2 to 5.1,, and northeast REG. HRS. 8.0 to "F" at 8. OEINSP.. Reinforced Concrete:, Inspected the placement of reinforcing steel in 8" HRS. 3rd floor slab, southwest portion, and in 3rd floor topping from Line "D" INSPECTOR INSPECTOR to "F" between 1 and 1 plus 16'-0". Witnessed placement of approximately J.E. Hans,sel 172.0 cubic yards of concrete in this area and in all of 3rd floor topping except a 6'-0"'wide strip along the edges. Cast two sets of samples as DATE follows: Bullocks #113 A-B-C, with a 52" slump, from 8" slab on Line "G" REG. HRS. at 3, and Bullocks #114 A-B-C, with a 6" slump, from roof topping on Line O.T.HRs. "F" between 6 and 6 plus -26'-0". REINSP.HRS' Structural Steel Assembly: Observed the partial reworking of two W21x44 INSPECTOR beams in 3rd floor framing between Lines "E" and 'IF" at 3 plus 28' -0" per Drawing R.25, dated 12/20/79. Inspected the placement of metal,roof deck between Line "D" and "E"- from 4 to 5. DATE REG. HRS. O. T. H RS: REINSP. HRS. INSPECTOR 0 FORM l J(' Testing Engineers San Diego NOE.Ea, O` O + A 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9647 �,,�� ?ti • 0 1903 West Vista Way, Unit 8, Vista,. California 92083 (714) 758-3730 E 2 of 2 LABORATORY NUMBER SD35-245 JOB. Bullocks Department Store DATE Jan. 241, 1980 DATE 1 /17 /80 REG. HRS. 8.0 O: T. HRs. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.-HRs. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR DATE 1 /18 /80 REG. HRS. 6.5* O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR Reinforced Masonry: Witnessed the placement of reinforcing steel and - masonry units at 2nd floor wall to 12'-0" on Line 1 between "B" and "C" plus 22' -0"-- in 3rd floor wails to 6' -0" on Line "IV' from 3.2 -to 5.1; and in southwest soffit to 13'-4". Cast mortar.samples, marked Bullocks #116 A -B- C,. from 2nd floor wall,. Line 1 between "B" and "C" at ll'-4". Witnessed' the placement of approximately 27.0 cubic yards of grout at the following. locations: southeast soffit to 14'-811; 3rd.:floor walls to 2'-0" on Line "H" from 3.2 east to 5.1, and northeast to Line "F" at 8; in two lifts to top of parapet on 2nd floor roof at-Line--"C" between 8 and 9; and Line 8 from "C" to- "D" plus 16' -0 "; in two lifts to 6' -4" in 3rd floor wall on Line 8 from "C" plus 16'-0" to "F"; and in two lifts in 2nd floor walls to ll' -8" on Line 1 from "B-" to "C" -plus 22' -0". -Cast grout samples, marked Bullocks #115 A-B-C, from southeast soffit, outside face, Line "H" from 6.1 to 6 plus 16'-0" at 11`-4". Structural Steel Assembly: Wi-tnessed continuing,rework of two beams in 3rd floor framing between Lines "E" and "F" at Line 3 plus 28'-0". Reinforced Masonry: Witnessed placement of reinforcing steel and masonry• units at 3rd floor walls in the following areas: to 6'-0" from Line "H" at 5.1 northeast to 'F" at 8; to 6'-8" in wall on Line 8'from "C" plus 16' -0`1 to "F"; to 6 `-8" in wall on*Line "H" from 3.1 ,to-5.1; and to 16' -0" in southeast soffit. Structural Steel Assembly: Witnessed continuing rework of two beams in 3rd floor framing between Lines "E" and "F" at Line 3 plus 28'-0". DATE REG. HRS. O. T. HRS. -REINSP. HRS. INSPECTOR �k Hours prorated with other work. JAN 2 71980 MY OF' Building Department (1) C.L. Peck Company REPORTED To: (1) Bullocks Department Stores, Attn: E. .Tahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. CEE�S (1) C.L. Peck., Attn: EdBerry TESTING ENG - SAN DIEGO 0,AP,)�''—rlsbad City -Building Inspection Dept. THC•kh T.H. Chapman, R.E. #12882 FORM I PAGE i JP 0 Testing Engineers —San Diego 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 9213.8 (714) 225-9641 0 1-903 West Vista Way, Unit B, Vista,, California 92083 (714) 758-3730 r% rw a% - LABORATORY NUMBER SD35-50 IN fE&FIF T DATE Jan. 8, 1979 FILE. 5049-1, Permit #791529 N p 4 1980 General Inspection JOB: Bullocks Department Sto��11tic' • •^�'�, OF CARLSBA FABRICATOR'OR ERECTOR: Hafer Steel, Masonry Building Depart- Builders, Riverside Steel CONTRACTOR: C.L. Peck ADDRESS: 2557 El Camino Real, Carlsbad, California SHOP FIELD XXX PLANT DATE REG. HRS. O. T. HRs. REINSP. HRS. INSPECTOR DATE 1 /2 /80 REG. HRS. 8.0 O. T. HRs. REINSP, HRS. INSPECTOR J.E. Hanssel DATE REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR DATE REG. HRS. O. T. HRs. REINSP. HRS. INSPECTOR DATE 1 /3 /80 REG. HRS. 8,.0 O. T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: ASTM A615, Grade 40 and 60. Concrete Mix: 34-122R (6..8 sks., 4000 psi). Masonry Units: ASTM C90, Grade N-1. Grout Mix: 34-142 (7.5 sks., 2500 psi). Mortar: Type "M" (2500 psi). Reinforced Masonry: Inspected placement of reinforcing steel and masonry units in 2nd floor walls as follows: to 10'-8".on Line 1--from "C" plus 22'-0" to "F.3"; to 16'-8" from "F.3" at 1, southeast to 11F.4", .east to 1.2,.'southeast to 2.4, and south to "H"; 2nd floor roof parapet to top of masonry on Line 1 from "A" to "B", Line "A" from 1 to 9, and Line 9 from "A" to "C". Witnessed placement of approximately 9.0 cubic yards of grout in 2nd floor wall locations in two lifts to 10'-0" on Line 1 .from 11C" plus 22' -0" to "F.3 ", and to 12' -6" in two masonry columns at the southwest bntrance. Cast grout samples, marked Bullocks #107 A-B-C, on Line 1 between "E" and 'IF" at 8'-011. Reinforced Concrete: Inspected placement of'reinforcing steel in 2nd floor roof topping, 3rd floor topping and -floor to wall closure at Line 8 to 9 from "B" plus 26'-0" to "C", and Line "7 plus 26'-0" to 8 between "C" and ':F". Engineer's office authorized floor to wall closure reinforcing steel to be installed in accorance with Detail 1-D/S-6, instead of 4-C/S-6-, except over openings. Checked that this was installed per detail,. Reinforced Masonry: Inspected the placement of reinforcing steel and masonry units in 2nd floor wall to 16'-8" on Line 1 from "C" plus 22'-0" to "F.3". Cast mortar samples,. marked Bullocks #108 A-B-C, on Line 1 between "F" and "F.311 at 12'-01'. Witnessed placement of approximately 9.0 cubic yards of grout at the following locations: 2nd floor walls to 16'-0" on Line "H" from 3.1 to 5.2; in two lifts to 16'-,0" from 11F.3t1 at 1, southeast -to "F.4", FORM 1 PAGE 2 JP REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR �oI Testing Engineers —San Diego 3467Kurtz St., P. O. Box.80985, San Diego, Ca.. 92138 (114) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083- (714) 758-37.30 LABORATORY NUMBER SD35-50 JOB: Bullocks Department Store DATE Jan. 8, 1979 DATE 1 /3 /80 (cont.) DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE 1 /4 /80 REG. HRS. - 8.0 -O. T. HRS. REINSP. HRS. -INSPECTOR DATE REG. HRS. O. T. H RS. REINSP., HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE R Era_. HRS. O. T. HRS. REINSP. HRS. INSPECTOR east to 1.2, and southeast to approximately 2.15. Cast grout samples, marked Bullocks #109 A-B-C, from wall on Line "H" between 5•and 6 at 16'-0 '.. Reinforced_ Concrete: Inspected placement of reinforcing steel in 3rd floor 8" slab, southeast .portion between Lines 6 and 8; in 3rd floor slab topping from Line 3.2 to 5.2 between "G" plus 20'-0" and "H"; and in 3rd floor wall closure beam on Line "H"-from 3.1 to 5.1. Structural Steel Assembly: Witnessed the placement of shear connectors in 3rd floor steel framing, southwest portion between Lines 6 and 8, and on 3rd floor roof framing, southwest and southeast portions. Verified correct number and hammer tested approximately 15% of connectors installed. 1 Reinforced Masonry:. Witnessed placement of approximately 18.0 cubic yards of grout at the following locations: to 4'-0" in door jambs on Line 1 between "A" plus 22'-0 " and "C.1"; to 16'-0 " at 2nd floor walls from Line "G.15 " at 2.15, southeast to i'H" at 2.3; in two lifts to 16'-0" on Line 1 from "C " plus 22'-0" to "F.3 "; and to top of masonry at 2nd floor roof parapet on Line 1 from "A" to "B", Line "A" from 1 to 9, and Line 9 from "A" to "C". Cast grout samples, marked Bullocks #111 A-B-C, from 2nd floor wall on Line 1 between "D" and "E" at 14' -0". Inspected placement of re- inforcing steel and masonry units in door jambs from'4'-8" to 8'-8" in door jambs" on Line 1 from "A" pluss 22'-0" to "C.1", and to 13'-4"' in soffit in southeast portion-. Reinforced Concrete: Observed placement of approximately 101.0 cubic yards of concrete at following locations: 3rd floor 8" slab, southeast portion between Lines 6 and 8; 34d floor topping slab, Line 4 plus 26'-0" to-5.2 between "G " plus 20'-0" and "H"; and in 3rd floor wall closure beam on Line "H" from 4 plus 26'-0" to 5.2. Cast test. samples, marked Bullocks A10 A- BC, with 5" slump, from 8" slab on Line "F" between 7 and 8. Structural Steel Assembly: Witnessed the placement of shear connectors at 3rd floor roof steel framing from Line 1 to 2 w "D" and "F". Verified correct number and hammber tested approximateleforslii talled. P This completes installation of shear connectorfqi�% d,, (1) C.L. Peck REPORTED To. (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed. Berry Carlsbad City Building Inspection Department JA N 141980 CITY OF CARLSA Building DePartme TESTING - SAN DIEGO THC:kh T.H: Chapman,A.E. #12882 FORM 18 JP 0 Testing Engineers —San Diego 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West.Vista Way, UnitB, Vista, California 92083 (714) 758-3730 FILItNo. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE-. TWO Permit #791529 JOB: Bullocks Department Store Mix No. 34-122R PUMP SPEC. 28-DAY STIR. 4000 Pst ADDRESS: 2557 El Camino Real TYPE PI -II CEMENT 6.8 SCY SPEC. SLUMP 5 IN. Carlsbad, California ADMIX. POZZ. 30ON and MBAE AGG. SIZE 1 IN.' YEAR: 1979 LAB NO. DATE CAST C34 I MO. DA. 3982 11/8 3983 x 11/9 4344 12 /14 4371 12/17 4420 12 /18 4422 12/19 4437 12/20 -STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PS_ 1 DATE OTHER LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY MAILED TEST RESULTS IN. AGE 2nd floor slab, Line 4 plus 4-3/4 3520 4920 60-day *Disc. 11/16/79 16'-0" between "E" & "F". 12/7/79 Bullocks #67 A-B-C. Made 12/28/79 by TESD. 1/11/80 2nd floor slab, Line 4 to 6, 2970 4460 60-day *Disc. 5 on Line "B" plus 16'-0". Bullocks #68 A-B-C. Made by TESD. 2nd floor slab, escalator 3-3/4 3060 4760 60-day '*.Disc. area, Line I'D" plus 16' -0" at 4 plus 4'-0". Bullocks #93 A-B-C. Made by TESD. 2nd floor roof topping, 5 3870 Line 5 at "B". Bullocks Q 141980 Yf95 A-B-C. Made by TESD. CITY 2nd floor roof topping, I'D" "E". 5 4010 B❑ CAI lding LS& D Line 7 from to De artmen f Bullocks #97 A-B-C. Made by TESD. 2nd floor roof topping, 5 3640 Line 4 at "E" plus 16' -0 ". Bullocks #99 A-B-C. Made by TESD. 3rd floor slab topping, 1 4=3/4 1 3410 Line 5 from 'IF" to "G". Bullocks YA102 A-B-C. Made by TESD. (1) G.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge and Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry tk�)---Carlsbad City Building, Inspection Department (1) Conrock THC : kh TESTING ENGINEERS, S,AN DIEGO REVIEWED � � T.H; Chapman; R.E. #12882 • :=rs�:y - FORM 16 jr apTesting Engineers —San Diego `O.NCEV(NCFH 3467Kurtz St., P.O. Box.80985, San Diego, Ca. 92138 (714) 225-9641 © 1903 West Vista Way, Unit B, Vista, California 92083 (71.4) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST"RESULTS PAGE ONE Permit #791529 Specified .JOB: Bullocks Department Store Material.: Mortar, 28-day Str. 2500 psi ADDRESS: 2557 E1 Camino Real Proportions/Mix No: '1 cement, 3 sand, 1/4 1_ime Carlsbad, California Type: -- Cement: Spec. Slump: -°min Year:- 1979 Admixture: Lime Agg. Site: " in Stored & cured, not tested ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. 'DATE OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28•DAY TEST RESULTS MAILED C34 MO. DA. IN. AGE 4132 11/21 2nd floor wall, Line "A" --- --- 3770: 9-day 2660.- 11/30/79 from 4 to 4 plus Z'-0" at. 60-day *Disc. 12/4/79 1'-4" elevation. Bullocks 12/20 /79 #78 A-B-C. Made by TESD. 12/28/79 1 /4 /80 4160 11/27 2nd floor -wall, Line "A" at --- 2290 3540.60-4ay Disc. 1/11/80 3, 6'-0" elevation. Bullock 7P81 A-B-C. Made by TESD. 4284 12/7 Line-"H":from 4.3 to 6.3, --- 2600 '3610 60-day *Disc. 3'-4" elevation. Bullocks 488 A-B-C. Made by TESD. 4307 12/11_ 2nd floor wall, Line "H" --- 3470 5090 60-day *Disc. at 2-.3, 2'-0" elevation. - Bullocks #90 A-B-C. Made by TESD. 4419 12/18 East column, southeast. --- .2655_ C rpm - entrance, 2'-0" elevation. Bullocks #96 A-B-C-. Made { by TESD. .J�� i N 14 7980 4421 12/19 Mortar from 12" component =-- 2830 CITY OF CARL prisms. Bullocks #98 A-B- Bdildlip SA ' C. Made by TESD. g Qpertm® .t 4489 12/26 2nd floor wall., Line -'IF.5 " --- 2080 between 7.1 and 7.21, 10'-8" -elevation. Bullocks YP104 A-B-C. Made by TESD. (1) -C. L. Peck (1) Bullocks Department Stores, Attn: E.- Jahns (1) Ladd, Kelsey, Woodard, AIA- (1) Steinbrugge & Thomas, Inc., S.E. TESTING ENGINEER . S N PIEGO l) C.L. Peck, Attn: Ed Berry REVIEWED BY Carlsbad City Building Inspection Dept. (1) Masonry Builders �— T.H. Chapman,R E. #12882 �•- 0 FORM 16 JP Testing Engineers —San Diego `O`.NOEVFHpFr. -0o 3467 Kurtz St., P.O. Box 80985, San Diego; Ca. 92138 (714) 225-9641 0 1903 -West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. { 75049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO Permit �A791529 SPECIFIED JOB: Bullocks Department Store MATERIAL. Mortar 28_DAY STR.: 250p Psl 1 cement 3 sand 1/4 lime ADDRESS: 2557 El Camino Real PROPORTIONS/MIX NO.: Carlsbad, California TYPE: CEMENT: SPEC. SLUMP: 1N. Lime YEAR: 1980 ADMIXTURE: AGG. SIZE: IN. *_STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH_ PSI Lab. No. DATE OTHER DATE TEST I I RESULTS CAST LOCATION IN STRUCTURE SLUMP 7-DAY I. I 28•DAY MAILED C35 MO. DA. IN. AGE 42 1/3 2nd floor wall, Line 1 from . --- 2620 1IF" to "F.311 at 1211-0 t1. Bullocks #108 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry �)- Carlsbad City Building Ins-pection Department (1) Masonry Builders TESTING ENGINEERS, S N REVIEWED BY / T.H. 'Chapman, ' Ry$ . #12882 1 /11 /80 THC:kh - FORM to JL 0 Testing Engineers -San Diego NpFDFNpfN, 3467Kurtz St., P.O.. Box 80985, San Diego, Ca. 92138. - (714) 225-9641 s� 4 Vista Way,Unit B Vista, California 92083 714 758-3730 FILE Na. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE THREE Specified JOB: Bullocks Department Store Material: GROUT 28-day Str. 3250 psi ADDRESS: 2557 El Camino Real Proportions/Mix No: 34-142 PUMP Carlsbad, California _ T e: Cement: 7.5 8-10• Type: Spec-. Slump: jn Year:. 1979 Admixture: Pozz. 30OR Agg. Size: 3/8- in' ^" Stored & cured, not teste ULTIMATE COMPRESSIVE STRENGTH, PSI LAS NO. DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY OTHER DATE MAILED TEST RESULT'S C34 MO. DA. IN. AGE 4257 12/5 ' Line 13, 3rd lift, composite --- 2550- '3610 60-day *Disc. 12/14/79 wall. Bullocks #85 A-B-C. 12/20/79 Made by TESD. 12/28/79 1/4/80 4283 12/7 Line "At1 beam from Line -1 to -.-- 2390, - 3990 60-day *Disc. 'I Al/80 .9, 3rd floor. Bullocks #87 A-B-C. -Made by TESD: A 4306 12/11 2nd floor roof beam, Line --- 2670 3620 60-day JrDisc.. "A" from 4 to.5. Bullocks #89 A-B-G. Made by TESD. 4308 12/12 2nd floor wall, Line "H" --- 2480 3630 60-day *-Disc. at 5.2, V -4" elevation.. Bullocks #91 A-B-C. Made by TESD.- 4309 12/13 2nd floor wall, Line 8 at --- 2230 3840 60-day Disc. IICII, 31-4" elevation. - - Bullocks #92 A-B-C. Made by TESD.. 4370 12/17 2nd floor wall, Line IIHII --- 3540 from 4 to 5, 71-0 elevation Bullocks 1194 A-B-C. Made by TESD. 4423 12/19 -Grout from 12" component --- 3230- JAN 1 .11980 prisms. Bullocks #100.A-B- C. -Made by TESD. Cf �� �Ls` AD u6tding Aa"rfinen • (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas,.Inc., S.E. 1) C.L. Peck, Attn: Ed Berry �)---Carlsbad City Building Inspection Department (1) Masonry Builders THC : kh TESTING ENGINEE S. SAN DIEGO REVIEWED By� I T.H. Chapman/R.E. #12882 FORM I6 JP Testing Engineers —San Diego .,NOFDfNOFM O P 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit B,'Vista, California 92083 (714) 758-3730 PILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE FOUR JOB: ' Bullocks Department Store SPECIFIED MATERIAL: Grout 28-DAY STR.: 3250 Psi 34-142 PUMP ADDRESS: 2557 El Camino Real PROPORTIONS/MIX NO.: Carlsbad, California TYPE: CEMENT: 7.5 SPEC. SLUMP: 8-10 IN. YEAR: 1.979 and 1980 ADMIXTURE: P02Z. 30OR AGG. SIZE: 3/8 IN. 'STORED & CORED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH.. PSI DATE Lab. No. DATE OTHER TEST I RESULTS CAST- LOCATION IN STRUCTURE I SLUMP I 7-DAY I I 28•DAY MAILED C34 MO. DA. IN. AGE 4438 12/212nd floor wall, Line 8 from --- --- 12-day 3430, 1/4/80 I'D" to "E" at 14' -0'I. 1 /11 /80 Bullocks #103 A-B-C. Made by TESD. 4492 12/28 2nd floor- wall, Line "F.4" --- --- 10-day 3160 between 1.2 and 1.1 at 8'-0'I elevation. Bullocks #105 A-B-C-. Made by TESD. Lab. No. I C35 41 1/2 2nd floor wall, Line 1 be- --- 3090 tween IIE" & "F", at 8' -O II. Bullocks #107 A-B-C. Made by TESD. . 43 1/3 2nd floor wall, Line "H" --- 3420 from 5 to 6 at 16'-0". Bullocks #109 A-B-C. Made by TESD. 55 1/4 2nd floor wall, Line 1 from --- 3010 I'D" to "E" at 14' -0". Bullocks #111 A-B-C.' Made by-TESD. JA N 14 7980 C1 i' OF Ildirr 0 part � Q '(1) C. L. Peck, (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Department (1) . Masonry Builders THC:kh TESTING ENGINEERS, fV DIEGO REVIEWED BY T.H. Chapman, R.E.412882 FORM 15 JR 0 Testing Engineers —San Diego Xp[C[gpEH O 3467Kurtz St., P.O. Box 80985; San Diego; Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758=3730 . FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Bullocks Department Store ADDRESS: 2557 El Camino 'Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST C34 . -MO. DA. LOCATION IN STRUCTURE 4282 1 12/6 Beam and slab, Line "A" from 3 to 6. Bullocks #86 A-B-C. Made by TESD. 4493 12/28 2nd floor topping slab, Line "B" plus 0 -0" at 1 plus 4 t -0 ". Bullocks #106 A-3-C.- Made by TESD. Mix No. 34-121R SPEC. 28-DAY STR. 4000 Psi TYPE I -II CEMENT 6.6 SCY SPEC. SLUMP 5 IN. ADMIX. POZZ. 30ON AGG. SIZE - l IN. *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED • IN- I I I AGE (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry } Carlsbad City Building Inspection Department (1) Conrock THC:kh 4 3470., ' 4550.­ 60-day -*Disc. 1 12/14/79 1 /4 /80 1 /11 /80 5 -.. �. 10-day 1 4350 JAN 1 4198o CITY' Bui ling �ttm, TESTING ENGINE REVIEWED T. AN DIEGO R.E. #12882 FORM to Jr Testing Engineers —San Diego NOE.FrypFNf v y A Y .r 346-7Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641,®r p 1903 West -Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE NO. 5049 -1 SUMMARY OF COMPRESSION TEST . RESULTS PAGE ONE Permit #791.529 Specified .IOH: Bullocks Department Store Material:- Mortar 28-day Str. 2500 psi ADDRESS. 2557 El Camino t-lc � Proportions./Mix No: 1 cement, 3 sand, 1/4 lime Carlsbad, Calif p xe• * --' T Cement• Spec Slump• •-- in yp ' Year: 1979 � �, 'DA`� Admixture: -. Lime Agg. Size: -- in ^" Stored & cured, not teste ULTIMATE COMPRESSIVE STRENGTH. PSI DATE MAILED LAH NO. DATE /� LOCA�T�I�V �jU QM� SLUMP 7-DAY 28•DAY OTHER TEST RESULTS (,'3L( MCASTO. DA. �i1i ►N. AGE 4132 11/21 2nd floor wall, Line "A" --- --- 3770 9-day 2660. 11/30/79 from 4 to 4 plus 2'-0" at 60-day *Disc. 12/4/79 1'-4 " elevation. Bullocks 12/20 /79 #78 A-B-C. Made by TESD. 12/28/79 1 /4 /80 4160- 11/27 2nd floor wall, Line "A" at --- 2290 3540 60-day lkDisc. 3,, 6 t -0" elevation, Bullock #81 A-B-C. Made by TESD. 4284 12/7. Line "H" from 4.3 to 6.3, --- 2600 3610 60-day *Disc. 3'-4" elevation. Bullocks V88 A-B-C. Made by TESD. 4307 12/.11 2nd-floor wall, Line "H" --- 3470 at 2.3, 2'-0" elevation. Bullocks #90 A-B-C. Made by TESD. 4419 12118. East column, southeast --- 2655 entrance, 2'-0" elevation. Bullocks #96 A-B-C. 'Made by TESD. 4421 12/19 Mortar from 12" component --- 2830 prisms. Bullocks #98 A -B- C. Made by TESD. 4489 12/26 2nd' floor wall, Line "F.5 " --- 2080•, between' 7.1 and 7.2, 10' —81' elevation. Bullocks #104 A-B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E.'Jahns (1) Ladd., Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept. (1) Masonry Builders THC:kh TESTING ENGINEER SAN DIEGO REviEwED BY �-- T.H. Chapman,RIE. #12882 0 Testing Engineers —San Diego 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92-138 (714)"225-9641 1903 West Vista" Way, Unit B, Vista, California 92083 "(714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS JOB: Bullocks Department Store ADDRESS: 2557 E1 Camino Real Carlsbad, California YEAR: 19799 LAB NO. DATE CAST I 1711L MO. DA. LOCATION IN STRUCTURE 3537 10/12 Roof planks on Line 6 from I'D" to "E". Bullocks #46 A-B-C. Made by TESD. 3637 10/19 2ud floor, Line 3 between "B" and "C". Bullocks Ir49 A-B-C. Made by TESD. 3856 11/2 Roof plank on Line 5 from "A" to "B". Bullocks 1f"61 A-B-G. Made by TESD. RECEIVED J,' g +oQiq CITY OF CARLSBAD' Building Department FORM 16 Jr EAN , . ; ,t PAGE ONE 'Mix No. PR-400M GROUT SPEC. 28-DAY STR. 4000 PSI TYPE CEMENT 9.0 SCY SPEC. SLUMP _ IN. " ADM1x. AGG. SIZE IN: ' STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER SLUMP 7-DAY 28•DAY. MAILED TEST RESULTS IN. AGE 7 2 --- 4120 10-day 2370 10/2.6 /79 60-day *Disc. 11/9/79 11 /16 /79 12/20/79 9 1410 3180 60-day ( 4190 1/4/80 (1)" C.L. Peck (1). Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck-, Attn: Ed Berry fPrCarlsbad,City Building Inspection Department 1700' 2970 160-day 1.-'/.36p' TESTING ENGIN - RS. SAN DIEGO REVIEWED THC•-kh T.H. Chapman, k.E. #12882 • - FORM IB JP Testing Engineers —San Diego �EANDEOfgpFN� 34:67Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST 'RESULTS PAGE FOUR SPECIFIED J013: Bullocks Department Store MATERIAL: Grout 28-DAY STR.: 32SO psi ADDRESS: 2557 E1 CamznO Real PROPORTIONS/MIX NO.: 34-142 PUMP Carlsbad, California TYPE: - CEMENT: 7.5 SPEC. SLUMP: _ 8-10 IN. YEAR: 197,9 ADMIXTURE:' Pozz.. 3OOR AGG. SIZE: 3/8 IN. *STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI _ Lab. No. DATE OTHER DATE CAST LOCATION IN' STRUCTURE SLUMP 7-DAY 28-DAY TEST I RESULTS MAILED C34 MO. DA. IN. "AGE 4438 12/21 2nd floor wall,. Line 8 from - IID" to 'It" at 10 -0 ". Bullocks #103 A-B-C. Made by TESD. RECEIVED CITY OF CAKSBAD Building Department - ,(1) C. L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn:- Ed Berry Carlsbad City Building Inspection -Department (1) Masonry Builders THC : kh. 12 -day I 3430 1 /4 /80 TESTING ENGINEERS, k DIEGO REVIEWED BY / / T.H. Chapman,FR.E. #12882 - � FORM i6 9F Testing Engineers —San Diego D.\NDEOFgDfHr 3467Kurtz St., P.O., Box.80985, San Diego,.Ca. 92138 (714) 225=964-1 B. Vista California 92083 714 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE THREE „ Specified JOB: Bullocks Department Store Material: GROUT 28-day Str. 3250 psi ADDRESS: 2557 El Camino Real Proportions/Mix No: 34-142. PUMP Carlsbad, California Type:- Cement: 7.5 Spec, Slump: 8-l0ia Year: 1979 Admixture:- Pozz. 30OR Agg. Size: 3/8-- in Stored & cured, not -tested ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAD NO. DATE OTHER TEST RESULTS C34 CAST MO. DA. LOCATION IN STRUCTURE SLUMP 7-DAY 28•DAY MAILED IN. AGE 4257 12/5 Line 1, 3rd.lift, composite --- 2550 3610 60-day`Disc. 12/14/79 wall.. Bullocks #85 A-B-C. 12/2--0/79 Made by TESD. 12/28/79 1/4/80 .. .4283 12/7 Line "A" beam from Line 1 to --- 23-90- 3990 60-day 'Disc. - .9, 3rd floor. 'Bullocks #87 • ' A-B-C. -Made by TESD. 4306 12/11 2nd floor roof beam, Line --- 2670 "A" from 4 to 5. Bullocks #89 A-B-C. Made by TESD. 4308 12/12 2nd floor wall, Line "H" --- 2480 at 5.2, 3'-4" elevation. R" E I E Bullocks #91 A-B-C. Made by TESD.- 4309 12/13 2nd floor wall, Line 8 at --- 2230 ��•-^� 8 ^.7 "C", 3'-4" elevation. :. Bullocks- #92 A-B=C. Made CITY DF CAR SBAD by TESD..- , Bull i ng Department 4370 12/17 2nd floor wall, Line "H" --- 3540 from 4 to 5, 7'-6" elevation Bullocks #94 A-B-C. Made by TESD 4423 12/19 Grout, from '12" component --- 3230 - prisms. Bullocks #100 A -B- C. Made by TESD. (1) C.L. Peck (1) BullocksDepartmentStore-s, Attn: E. Jahns. Ladd, Kelsey, Woodard,- AIA _(1) (1) Steinbrugge & Thomas, Inc., S.E. 'TESTINN DIEGO 1) C.L. Peck, Attn: Ed Berry REVIEW1 WEB� Carlsbad City Building Inspection Department (1) Masonry Builders THC!kh T.H. Chapman, R.E. YA12882 • • Abbe r1gineers—San Diego -' 3467 Kurtz $t., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 =' 190ta Way, Unit 8, Vista, California 92083 (714) 758-3730 3 Most Vista J e , . _r* FILE No. 5049-1 ry' JOB: Bu1"IOA*At_%11 d tinent Store ADDRESS: 2557 El Camino Real - Carlsbad, California OF COMPRESSION TEST RESULTS YEAR: 1979 LAB NO. DATE CAST LOCATION IN STRUCTURE C34 MO. DA. 4110 11/19 Grouted prisms. Bullocks #76 A-B=C. Made by TESD. (2500 psi required) 4111 11/20 2nd floor wall, Line 9 at 11B11, 3'-4" elevation. Bullocks #77 A-B-C. Made - by TESD. 4158 11/26 2nd floor wall, Line "A" at 16 plus 16' -0 ", 3' -4" elev. Bullocks #79 A-S-C. Made. by TESD. (2500 psi required) 4159 11/27 2nd floor wall, Line 9'at "B", 6' -0" elevation. Bullocks #80 A-B-C. Made by TESD. (2500 psi_required) 4181 11 /28 Line "A" from 1 to 4 to '9'-4" elevation. Bullocks #82 A-B-C. Made by TESD. 4245 12/3 Foundation wall, Line 1 from "B" to "C11,' 1st- lift. Bullocks f183 A-B=C. Made by TESD. 4256 12/4 Line "A" from 5 to 6, roof elevation. Bullocks #84 A- B-C. Made by TESD. - FORM IE JP PAGE TWO Mix NO.34-142 GROUT PUMP SPEC. 28•DAY STR. -3250 Psi TYPE CEMENT 7•5 SCY SPEC. SLUMP 8-10 IN.' i ADMIX. POZZ. 30CR AGG. SIZE 3 /8 IN. ' STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI OTHER DATE SLUMP 7-DAY 28•PAY TEST RESULTS MAILED IN. AGE --- 3720 4870 60-day *Disc. 11/30/79 12/7/79 12 /14 /79 12 /20 /79 ---. 3640 5610 60-day ( 'Disc. 12/28/79 1 /4 /80 --- 1 4080 1 5840 1 60-day I *Disc. --- 1 2840 j 4225. 1 60-day I *Disc. --- 1 2850 ( 4325. f 60-day J *Disc. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge &.Thomas, Inc., S.E. (1). C.L. Peck, Attn: Ed Berry _Carlsbad City Building InspectionDepartment (1) Masonry Builders THC :kh --- 2850. 3360 60-day *Disc. --- 2700 3770 60-day *Disc. TESTING ENGINEfZ y5AN DIEGO REVIEWED E�Y T.H:'Chapm#E, R.E. #12882 FORM to JP Testing Engineers —San Diego =` pi.MOEVErypEN . y p 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista; California 92083 (714) 758-3130 FILE NO. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE .JOB: Bullocks Department Store ADDRESS: ' 2557 E1 Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST I (..iLc MO. DA. LOCATION IN STRUCTURE 4282 12/6 1 Beam and slab, Line "A" from 3 to 6. Bullocks #86 A-B-C. Made by TESD. MIX No. 34-121R SPEC. 28-DAY STR. 1 4000 PSI TYPE. If -II CEMENT 6•6 SCY SPEC. SLUMP 5- IN. ADMIX, POZZ. 30ON AGG. SIZE 1 IN. • STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY I 28•DAY TEST RESULTS MAILED IN. I AGE 4 I 3470 I 4550 160-day I *Disc. ( 12/14/7 1/80 R C OF CAR�SBAD . Y artm Gil uilding �eP en (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA / (1) Steinbrugge & Thomas, Inc., S.-E. TESTING ENGINES S' AN DIEGO (1) C.L. Peck, Attn: Ed Berry REVIEWED f� Carlsbad City Building Inspection Department (1) Conrock THC:kh T.H. Chapin R.E. #12882 U'•"' FORM 4 JP Testing Engineers —San Diego 3467Kurtz St., P.O..Box 80985, San•Diego, Ca. 92138 (714) 225-9641 0 1-903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5049-1 , Permit #79-1529 DATE November 142 1979 J613: Bullocks Department Store December 3, 1979 ADDRESS: 2557 El Camino Real, Carlsbad, California January. 4, 1980' OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ RxG. WT. CONCRETE ❑ CORES ENGINEER: Ste inbrugge & Thomas, Inc . , S.E. ❑ LIGHT WT. CONCRETE MORTAR CONTRACTOR: C.L. • Peck ❑ GUNITE XM�GROUT LABORATORY NUMHER C34-3873 MARK ON SPECIMEN Bullocks #63 A B C LOCATION IN STRUCTURE Wall, Line "A" between 5 and 5 plus 6' -0 "; 12' -0" . elevation BRAND OF CEMENT UJIND - Colton, Type I -II REULIvru BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND . . h '�! SOURCE OF ROCK MIX PROPORTIONS OR NUMDER . - 75% sand,' 25% cement, 25% pea gravel -SUPPLIER (CONCRETE) . . . • Job Mixed CITY OF CARLSBAD - TRUCK No. & TICKET NO. - - Building Department SLUMP OR KELLY BALL . . . . TEMPERATURE OF AIR 'F TEMPERATURE OF MIXTURE 'F SPECIMENS MADE BY . . . . Testing Engineers -San Diego DATE MADE . . . . . . . November 5, 1979 DATE RECEIVED . . . . . . . Nov. 6, 1979 DATE TESTED - - - Nov. .12% 1979- Dec. 3, 1979 Jan. 43. 1980 AREA. SQUARE INCHES . . . . 9.27 8.43 9.77 ULTIMATE LOAD. Lee. 13500 17700 24700 CRUSHING STRENGTH L88. PER. SQ. IN. 1460 2100, 2530 AGE TESTED. DAYS - 7 28 60 UNIT WEIGHT. LBB. .PER. CU. FT. SPECIFIED STRENGTH . • . • 3250 psi REPORTED To: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. —A (1) C.L. Peck, Attn: Ed Berry. /( Carlsbad City Building Inspection Dept.. (1) Masonry Builders TESTING ENGIN REVIEWED BY. THC : kh T. H. Cha :E - SAN DIEGO R.E. #12882" FORM i PAGE I JP Testing Engineers —San Diego D`.,tlDE>FNpfNr "2 3467KurtzSt., P.D. Box80985, San Diego, Ca. 92138 (714)225-9641 - a 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 PAGE I OF 2 LABORATORY NUMBER SpDE3�4-5035 ECTION REPORT DATE Dec. 28, 1979 FILE: 5049-1, Permit #79�` - INSPECTION OF Reinforced Masonry and v Reinforced Concrete - JOB: Bullocks De artment Store FABRICATOR OR ERECTOR: Hafer Steel Company. a R\ A and Masonry Builders l.r BP� CONTRACTOR: C.L. Peck ADDRESS: 2557 El Camino ,(ya gNNTeSkifornia SHOP FIELD PLANT DATE ReinfoAfig Steel: ASTM A615, Grade 40 and 60. REG. HRS. Concrete Mix: 34-121 (6.6 sks., "4000 psi). 6.T.HRS. Masonry Units: ASTM C90, Grade N-1. REINSP. HRS. Grout Mix: 34-142 (7.5 sks., 2500 psi) . INSPECTOR Mortar: Type 'IS" (2500 psi) . DATE 12/26/79 Reinforced Masonry: Inspected placement of reinforcing steel and masonry units at 2nd floor wall locations as follows: to. 10'-8" from "F.3" at 1, .REG. HRS. S.O southeast to "F.4" and east to 1.2, southeast to jamb at 11G.1" at 2.1; in O. east masonry column at southeast entrance; to ll'-4" from "H" at 6.2, north REINSP. HRS. to "G.3" northeast to "F.41t, and east to 7.2, and northeast to "F.3" at 8. INSPECTOR %Cast mortar samples, marked Bullocks #104 A-B-C, on Line "F.41t from 7.1 to J.E. Hanssel 7.2 at 10'-8". DATE 12/27/79 Reinforced Masonry: Inspected placement of reinforcing steel and masonry REG. HRS. 8.0 units at 2nd floor wall locations as follows: to 16'-8" from "F.3" at 8 0.T.HRS. southwest to "F.4".. west to 7.1, southwest to 6.1, and south to "H"; to REINSP. HRS. 12'-8" in the two masonry columns at southeast entrance; and to 10'-8" over .INSPECTOR opening from "G.1" at 2 to "G.3" at 2.2. Reinforced Concrete: Inspected the placement of reinforcing steel in 1st floor component wall on Line 1 from "B" to "C.1" from 12'-O" to 16'-6", and DATE in 2nd floor slab topping area from Line "B" to 11C.1" between 1 and l plus REG. HRS. 8'-OtI. O. T. HRS. REINSP. HRS. INSPECTOR Reinforced Masonry: `Inspected placement of reinforcing steel and masonry DATE 12/28/79 units at 2nd floor wall locations as follows: to 16'-8" on Line "IV' from REG. HRS. S.O O. T. HRS. 2.4 to 6.1; and to 9'-4" on Line 1- from jamb at 110 plus 22'-011 to I'M". REINsP.HRS. Witnessed placement & consolidation of approximately 32.0 cubic yards of INSPECTOR grout at the following 2nd floor wall locations: to 10'-6" in two lifts from "F.3"at 1 southeast to "F.411, east to 1.2, southeast to 2.4, and south • FORM t PAGE 2 JP • . Testing Engineers —San Diego OF.,HCFPFNOf t 3467Kurtz St, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 L r " 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 . PAGE 2 OF "2 LABORATORY NUMBER SD34-5035 JOB: Bullocks. Department Store DATE Dec. 283, 1979 DATE 12/28/79 REG. HRS. (cont.) O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. }`IRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR to "H"; t-o 14'-8" on Line "H" from 2.4 to 6.1, _ north to "G.3", northeast to "F.4", east t.o 7.2, and northeast to "F.3". Cast grotit samples, marked Bullocks #105 A-B-C, at Line "F.4" between 1.1 and 1._2 at 8'-0" elevation. Reinforced Concrete: Witnessed placement & consolidation of approximately 14.0 cubic yards of concrete at lst floor component mall and 2nd floor -topping inspected on.12/27/79.' Cast test samples., marked Bullocks IP106 A- BC, with 5" slump, at 2nd floor slab topping, Line "B" plus 4'-0" at 1 plus 5 (1) C.L. Peck REPORTED TO: (1) Bullocks Department Stores, Attn-: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept. TESTING ENG R - SAN DIEGO THC : kh T.H.�Chapman, 4 E. #12882 „• . - � FORM 1 PAGE i JP c• : Testing Engineers —San Diego OF.,NUEnEpOfN 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 >-r;.e: 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 PAGE 1 OF 3 LABORATORY NUMBER SD34-4963 INSPECTION REPORT DATE Dec. 28, 1979 FILE: 5049-1, Permit #791529 JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real, Carlsbad, California DATE Reinforcing Steel: REG. HRS. Concrete Mix: O. T. HRS. Masonry Units REINSP. HRS. Grout Mix: INSPECTOR Mortar: DATE 12/17/7S REG. HRS. 8.0 O. T. H RS. REINSP: HRS. INSPECTOR -J.E. Hanssel DATE REG. HRS. O. T. HRs. REINSP. HRS INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS INSPECTOR DATE 12/18/79 REG. HRS. 8.0 O. T. HRS. REINSP. HRS INSPECTOR INSPECTION OF Reinforced Masonry and Reinforced Concrete_ FABRICATOR OR ERECTOR: Hafer Steel, Masonry Builders CONTRACTOR: C.L. Peck SHOP - FIELDSXXX PLANT ASTM A615, Grade.40 and 60. 34-122R (6.8 sks.) 4000 psi). ASTM C90, Grade "N-1 ”. 34-142 (7.5 sks., 2500 p-si). Type "S" (2500 psi) . Reinforced Masonry: Inspected placement of reinforcing steel and masonry units at 2nd floor wall on Line "C" from 8 to 9 and Line 8 from-"C" to "F.3" at 8'-8" and 10'=8", and two masonry columns at the southwest entrance to 4'�-8". Witnessed placement of approximately 23.0 cubic yards of grout to 8'-0" and 10'-0" in the following 2nd floor wall locations: from jamb at "G.2" from 6..3 southwest to 6.1; south on Line 6.1 to Line "H"; west on Line "H" to 2.3; north on Line 2.3 to "G.311; northwest to .jamb at "G.2" at 2.2; and.to 4'-0 " in two masonry columns at the southwest entrance. Cast grout samples, marked Bullocks #94 A-B-C, on Line "HI' from 4 to 5 at 7:3-6",% Received authorization from Engineer to substitute bond beam blocks with deep slotted cross webs instead of lintel blocks at all masonry lintels. Reinforced Concrete: Witnessed placement of approximately 150.0 cubic yards of concrete at 2nd floor roof topping on Line 3 to 9 from "A" to licit pliis 6'-01'. Cast test samples, marked Bull s p9 A-B-C with 5" slump,•.on Line 5 at ' IBDf 1 r CITY OF Reinforced Masonry: Inspected placement of reinforcing steel and masonry units at 2nd floor wall locations as follows: to 8'-8" and 10'-8" from "F.2t1 at 8, southwest to "F.4"; west to 7.1; southwest to jamb at "G.1" at.7; to 4'-8" at two masonry columns at southeast entrance; and to 4'-8" at east column at southwest entrance. Cast mortar samples, marked Bullocks #96 AA-B-C, from east column at southeast entrance at 2'-0" elevation. • FORM I PAGE 2 JP h Testing Engineers —San Diego DE.ENDEFEN fN D i 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641��,r' 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730`°' E 2 LABORATORY NUMBER SD34-4963 JOB: Bullocks Department Store DATE Dept. 28, 1979 DATE 12 /18 /7 9 REG. HRS. (cons.) 0. T. HRS. REINSP. HRS. INSPECTOR DATE 12 /19/79 REG. HRS. 6.75* O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS INSPECTOR DATE 12 /20 /79 REG. ,HRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR Reinforced Concrete: Inspected placement of reinforcing steel at 2nd floor roof topping from Line "C" to "E" between 5 and 7 plus 24' -0"; from Line "C" to "D" between 4 and 5; from Line "C" to "E" plus 8'-0" between 3 and 4; and all curbs on 3rd floor. Witnessed placement of approximately 142.0 cubic yards of concrete in above locations. Cast test samples, marked Bullocks §91- A-B-C, with 5" slump, on Line 7 between "D" and ,"Rl Reinforced Masonry: Inspected placement of reinforcing steel and masonry, units at 2nd floor wall locations as follows: to 4'-8" on Line 1 from jamb at "C" plus 22'-0" south to "F.3"; southeast to "F.4 "; east to 1.2; south- east to jamb at "G.1" at 2.1; and to 10'-8" at two masonry columns at south: west entrance. Witnessed construction of prisms made from 8" high -stress fluted block cut to -form a component 12" wide. Because of 'Shortage -of 12" block, Engineer's office authorized substitution of split 8" block placed to form a component 12" wide wall with wall ties in lieu of standard 12" block. Cast mortar samples, marked Bullocks #98 A-B-C, from prism samples. Witnessed placement of approximately 17.0 cubic yards of group at the,following 2nd floor wall locations: to 8'-8 " and 10'-0" on Line. "C" from 8 to 9; on Line 8 south to "F.3 "; southwest to "F.4"; west to 7.1; southwest to jamb at 11G.1" at 6.4; to 4'-0 " at two masonry columns at southeast entrance; and in five test prism. Cast grout samples, marked Bullocks #100'A-B-C. Test prisms samples marked Bullocks,#101 A-B-C-D-E. Reinforced Concrete: Inspected placement of reinforcing steel at 2nd floor roof topping and in 3rd floor locations as follows: Line 2 to 7 plus 30'-0 " between "E" and "F"; Line 2 to 4 between "D" and "E"; and Line I plus 6'-0" to 4 between "A" and "D". Witnessed placement of approximately 142.0 cubic yards of concrete at above locations. Cast test samples, marked Bullocks #99 A-B-C, with 5" slump, from 2nd floor roof topping on Line 4 at "E" plus 16'-0". .Reinforced Masonry: Inspected placement of reinforcing steel and masonry -units at following 2nd floor wall locations: to 16'-8" on Line "C"from 8 to 9; Line 8 from "C" to "F.2 "; and to 10'-8" in west masonry column at south- east entrance. Reinforced Concrete: Inspected placement of reinforcing steel at 3rd floor slab topping in the following locations: Line 2 plus 6'-0" to 6 plus 26'-0" between "F" and "G" with 6'-0" block -out on Line "G" from 2 to 3 and 6 to 7; Line 3 plus 6' -0" to 5 plus 26' -0" between "G" and "G" plus 26' -0"; and Line 1 plus 12'-0" to 2 between "D" and "Ell plus 26'-0 ". Witnessed placement of approximately 130A cubic yards of concrete at above locations. Cast test samples, marked Bullocks #102 A-B-C, with 4-3/4" slump, on Line 5 between "F+l and "G". s . FORM 1 PAGE 2 JP Testing Engineers —San -Diego �.ND:Plppfy 3467Kurtz St., P. 0-Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 PAGE 3 OF 3 LABORATORY NUMBER SD34-4963 JOB: Bullocks Department Store DATE Dec. 28, 1979 DATE 12/21!79 Reinforced Masonry: Witnessed placement of approximately 19.0 cubic yards REG. HRS. 4.'0 , : of grout at the following 2nd floor wall locations: to 14' -0" and 16'_-0" o. T. HRs. on Line � "C" from 8 to 9; Line 8 from "C" to "F.`3 "; to 8' -8" at two masonry REINSP. HRS. columns at southwest entrance; and to 4'-0" on Line 1 from jamb at "C" plus INSPECTOR 22, south to "F.31'. Cast grout samples, marked Bullocks #103 A.-B-C, on Line 8 between "D" and "E" at 14'-0" elevation. _ DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O: T. H RS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. g REINSP. HRS. INSPECTOR DATE�'!�`�IfI13 t c REG. FORS. 0.T.HRS. REINSP. HRS. IV INSPECTOR DATE REG. HRS'. O. T. HRS. REINSP. HRS INSPECTOR * Hours prorated with other work. (1) C.L. Peck REPORTED TO: (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck; Attn: Ed Berry --(-tea,lsbad City Building Inspection Dept. WLC:kh TESTING ENGINEERS - SAN DIEGO {`R `E1V/IEWED BY. � A William L. Cochrane, R.E. #24445 0 0 FORM 4 JP Testing Engineers —San Diego 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5049-1, Permit #791529 DATE November 9, 1979 Joe: Bullocks Department Store November 30, 1979 ADDREss: 2557 E1 Camino Real, Carlsbad, California.- December 31, 1979 OwNaR: Bullocks -Department Stores ARCHITECT: Ladd,, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE '❑ CORES ENGINEER: Stelnbrugge and Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE P -MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE GROUT L_A©ORATORY. NUMI•ER C34-3852 MARK 0144'iPECIM£N Bullocks 1157 A B C LOCATION IN STRUCTURE Wall, Line "A" from 4 plus-30'-b" to-5 plus 6'-0" at 7'-4" elevation BRAND OF CEMENT USED . . . Colton, Type I -II BRAND AND TYPE of ADMIXTURE SOURCE OF SAND - -- SOURCE OF ROCK MIX PROPORTIONS OR NUMBER ! a 75% sand, 25�/ cement, 25% pea gravel � Fr �� � SUPPLIER (CoNcRrrz) . . . . Job Mixed TRUCK No. & TICKET No. - .JA {N SLUMP OR KELLY BALL - - of qe _ �w CITY Cq TEMPERATURE OF AIR p� RL TEMPERATURE OF MIXTURE . 'F 8 iitttiI]g SPECIMENS MADE BY . . . . Testing Engineers -San Diego �j DATE MADE . . . . . . . November 1, 1979 DATE RECLIVED . . ... . . Nov. 6, 1979 DATE TESTED . . . . . . Nov. 8, 1979 Nov. 29, 1979 Dec. 31, 1979 AREA. SQUARE INCHES . . . . -9.77 9.42 9.52 ULTIMATE LOAD. Les. . . . . 15300 25900 �300 CRUSHING STRENGTH LOS. PER. SQ. /N. 1570 2750 f 3180 AGE TESTED. DAYS . . . . . 7 28 •60 UNIT WEIGHT. LBS. PER. CU. FT. SPECIFIED STRENGTH . 3250 psi REPORTED To: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 1 C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept. (1) Masonry Builders TESTING ENGINEE - SAN- DIEGO REVIEWED ,BY. THC : kh T. H: Chapmanp R.E. YA12882 FORM 4 0Testing Engineers —San Diego NDED, DFNj goo 3 P 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS JP File #5049-1, Permit #791529 DATE November 9, 1979 JOB-. Bullocks Department Store November 281 1979 ADDREss: 2557 E1 Camino Real, Carlsbad, California December 31, 1979 owNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ RcG. WT. CONCRETE ❑ CORES ENGINEER: Stelnbrugge & Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE A MORTAR 'CONTRACTOR: _ C.L. Peck . - ❑ GUNITE = GROUT LAE3ORATORY NUMItQR_ _ -+ _ C347,3849 , __ II MARK ON SIRLIMEN Bullocks #54 A B - C LOCATION IN STRUCTURE Wall, Line "A" from 4 plus 30'-0" to 5 plus 6'-0" at 3'-4" elevation BRAND OF CEMENT USIED . . • Colton, Type I -II BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND . 9 SOURCE OF ROCK - - MIX PROPORTIONS OR NUMBER 25% cement, 75% sand, 25% pea gravel SUPPLIER ( CONCRETE) • Job Mixed a 7 TRUCK NO. 6 TICKET NO. - - - A Al ,1 SLUMP OR KELLY BALL°1 � TEMPERATURE OF AIR 0! fi .F TEMPERATURE OF MIXTURE - F /�+ L`Uiicirr7A' R SPECIMENS MADE BY Testing Engineers -San Diego �•�arfljOZ•, DATE. MADE - - . . . . - October 31, 1979 DATE RECL'IVED _ Nov. ' 6, 1979 - DATE TESTED • • • . • . • Nov. 7, 1979 Nov. 281 1979 Dec. 31, 1979 AREA, SQUARE INCHES 9.18 9.15 9.00 ULTIMATE LOAD. LBS. 16600 25500 ,. 3I300) CRUSHING STRENGTH LBO. PER. ,3Q. IN. 1810 2790 3480 AGE TESTED, DAYS 7 28 60 UNIT WEIGHT, LOS. PER. cu. FT. SPECIFIED STRENGTH . . . . 3250 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas-, Inc., S.E.' (1,) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept.. (1) Masonry Builders TESTING ENGIN REVIEWED BY. - SAN DIEGO THC:kh T.H. Chapmari R.E. #12882 . � FORM a jP :=4< Testing Engineers —San Diego DF.NDEGFNfN D 3467KurtzSt., P O. Box80985, San Diego, Ca. 92138 (714) 225-9641 d, 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5049-12 Permit #791529 JOB: Bullocks Department Store ADDRESS: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ENGINEER: Steinbrugge & Thomas, Inc., S.E. CONTRACTOR: C.L. Peck DATE November 92 1979 November 26, 1979 December 28, 1979 ❑ REG. WT. CONCRETE ❑ CORES ❑ LIGHT WT. CONCRETE X�K MORTAR ❑ GUNITE ❑ GROUT LAIRORATohy NUMBER C34-3848 MARK ON SPECIMEN Bullocks YA53 A B C LOCATION IN STRUCTURE Line "A" from 3 plus 26!-0" to 4 at 11-4)I elevation BRAND OF CEMENT USED - - BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND SOURCE ROCK OF MIX PROPORTIONS OR NUMBER 1 cement, 3-.sand., 1/4 lime D I? SUPPLIER (CONCRETE) Job Mixed . �;/T� 1919 TRUCK NO. & TICKET NO. SLUMP OR KELLY BALL . //^^'' //�� �4'�Ifi�l�� ��{Yr,�1 III R I /` TEMPERATURE OF AIR - •F ep'?rt. TEMPERATURE OF MIXTURE 'F e84,D SPECIMENS MADE BY . . . . Testing Engineers -San Diego DATE MADE . . . . . . . October 29, 1979 DATE RECEIVED Nov. 65, 1979 DATE TESTED Nov. 62 1979 Nov. 263, 1979 Dec. 28, 1979 AREA, SQUARE INCHES 3.14 3.-14 3'.14 ULTIMATE LOAD. Las. - 3780 5560 6650 CRUSHING STRLENGTH LBS. PER. SQ. IN. 1200 1770 2120 ' AGE TESTED, DAYS . . ' 8 28 60 UNIT WEIGHT, LBS. PER. CU. FT. SPECIFIED STRENGTH . . . . 2500 .psi REPORTED TO: CLIENT (1) - C . L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) S'teinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept. (1) Masonry Builders TESTING ENGINEERS fSAN DIEGO REVIEWED BY. ' If, THC : kh T.H.' Chapman, J,. E. #12882 . +. FORM "a JP r% Testing Engineers —San Diego OF.\HUFDfp�fN a. Yra '4 .3467KurtzSt., P.O. B.ox-80985, San Diego, Ca. 92138 '(71.4)225-9641 s 1903 West Vista .Way, Unit B, Vista, California 92083 (714) 758-3730 � FILE No. 5049-1 SUMMARY OF COMPRESSION TEST' RESULTS PAGE ONE Permit #791529 Specified JOB: Bullocks Department Store Material: Mortar 28-day Str. 2500 psi ADDRESS: 2557 E1 Camino Real Proportions/Mix No: 1 cement, 3 sand, 1/4 lime Carlsbad, California Type: -- Cement: Spec. Slump in Year• 1979 Admixture: Lime Agg. Size: - in * Stored & cured,, not tested ULTIMATE COMPRESSIVE STRENGTH, PSI LAB NO. DATE OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED C34 MO DA I IN. I I I AGE 4132 11/21 2nd floor wall, Line "A" from 4 to 4 plus 2' -0'.' at 1'-4" elevation. Bullocks #78 A-B-C. Made by TESD. 4160 11/27 2nd floor wall,'Line "A" at 31, 6'-0" elevation. .Bullock #81 A-B-C. Made by TESD. 4284 12/7'. Line "H" from 4.3 to 6.3, 3'-4 " elevation. Bullocks 488 A-B-C. Made by TESD. 4307 12/11 2nd. floor wall, Line "H" at 2.3, 2'-0" elevation. Bullocks #90 A-B-C. Made by TESD. 4419 12/18 Ea-st column, southeast entrance, 2'-0" elevation. Bullocks #96 A-B-C. Made by TESD. 4421 12/19 Mortar from 12" component prisms. Bullocks #98.A-R- C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E.'Jahns (1) 'Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. M;1) C.L. Peck, Attn: Ed Berry 14 Carlsbad City Building Inspection Dept. (1) Masonry Builders THC - Vh --- =-- 37.70 9-day 2660-- 11/30/79 60-day ;Disc. 12/4/79 12 /20 /79 12 /28 /79 2290 1 3540 160-day J*Disc. --- 2600 --- 3470 EC' op .1 gig --- 2655 g Depls6 lit --- 1 2830 TESTING ENGIN REVIEWED B_Y./..._ T. H. DIEGO ,RIE. #12882 • '. FORM 16 ,7F Testing Engineers —San Diego DFgXDFOFgpF9 e 3467Kurtz St., P.O: Bax 80985, San Diego, Ca. 92138 (71.4) 225-9641 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST -RESULTS PAGE. THREE Specified JOB: Bullocks Department Store- Material: GROAT 28-day Str. 3250 psi ADDRESS: 2557 E1 Camino Real Proportions/Mix No: 34-142 PUMP Carlsbad, California Type_: Cement: 7.5 Spec. Slump: 8-10in Year: 1979 Admixture: _ Pozz. 30OR Agg. Size: 3/8-" in Store_ d & cured, not teste ULTIMATE COMPRESSIVE STRENGTH. PSI DATE MAILED LAD NO. DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY OTHER TEST RESULTS C34. MO. DA. IN. AGE 4257 12/5 Line 1, 3rd-lift, composite --- 2550 12/14/79 wall. Bullocks #85 AB-C. 12/20/79 Made by TESD. 12/28/79 4283 12/7 Line "A" beam from Line 1 to --- 2390 9, 3rd floor. Bullocks #87 - A-B-C. -Made by TESD. 4306 12/11 2nd floor roof beam, Line --- 2670 "A" from 4 to 5. Bullocks if #89 A-B-C. Made by TESD. DEC 4308 12/12 2nd floor wall, Line "H" --- " 2480 3 11979 at 5.2, V -4" elevation. Cl Bullocks #91 A-B-C. Made "uitdln OF RL $ /I by TESD g ®partrncn 4-309 12/13' 2nd floor wall, Line 8 at --- 2230 "CII, 3'-4" elevation. Bullocks #92 A-B�-C. Made by TESD.. 4370 12/17 2nd floor wall, Line IIHII --- 3540 from 4 to 5, V-0 elevation Bullocks #94 A-B-C. Made by TESD 4423 12/19 Grout from 12" component --- 3230 prisms. Bullocks #100 A -B- C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard,, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C..L. Peck, Attn: Ed Berry If,�;� Carlsbad City Building Inspection Department ) Masonry Builders THC : kh TESTING EN REVIEWED BY SAN DIEGO T.H. Chapman,' R.E. #12882 FORM la JP = Testing Engineers —San Diego JOf.NpiCfMpFH , 3467KurtzSt., P.O. Box,80985, San'Diego, Ca. 92138 (714)225=9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO JOB: Bullocks Department Store MIX No.34-142 GROUT PUMP SPEC. 28-DAY STR. 3250 Psi ADDRESS: 2557 El Camino Real TYPE CEMENT 7•5 SCY SPEC. SLUMP 8-10 IN. Carlsbad, California ADMIX. POZZ. 30OR AGG. SIZE 3 /8 IN. 1979 "STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER SLUMP 7-DAY 28-DAY TEST RESULTS DATE MAILED YEAR: LAB NO. C34 DATE CAST LOCATION IN STRUCTURE MO. DA. 1N. AGE 4110 11/19 Grouted prisms. Bullocks --- 3720 4870 60-day 'Disc. 11/30/79 #76 A-B-C. Made by TESD. 12/7/79 (2500 psi required) 12/14/79 12 /20,179 4111 11/20 2nd floor wall, Line 9 at --- 3640 5610 60-day -Disc. 12/28/79 "B", 3'-4" elevation. Bullocks #77 A-B-C. Made by TESD. 4158 11/26 2nd floor wall, Line "A" at --- .4080 5840. 60-day *Disc. 16 plus 16' -0 ", 3' -4" elev. Bullocks #79 A-B-C. Made by TESD. (2500 psi required) 4159 11/27 2nd floor wall, Line 9 at --- 2840 4225, 60-day *Disc. "B", 6'-0 " elevation. Bullocks #80 A-B-C. Made by TESD. (2500 psi required) 4181 11/28 Line "Al' from 1 to 4 to --- 2850 4325. 60-day Disc. 9'=4" elevation. Bullocks #82 A-B-C. Made by TESD. 4245 12/3 Foundation wall, Line 1 =-- 2850 �+ E from "B" to "C", lst- lift. Bullocks #83 A-B=C. Made D E {; 3 11M by TESD. CITY O� BAR` BAD., 4256 12/4 Line "'A" from 5 to 6roof --- 2700 � j',UjEd1'!1 g ' - elevation. Bullocks 1184 A- B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge &.Thomas, Inc., S.E. TESTING EN INE RS. SAN DIEGO -C.L. Peck, Attn: Ed Berry REVIEWED (% (1) ,)' Carlsbad City Building Inspection Department (1) Masonry Builders ---- THC:kh T.H. Chapm , R.E. #12882 0 . 0 FORM IB JP Testing Engineers —San Diego O.NOEDE FN O 3467Kurtz St., P.O..Bax 80985, San Diego, Ca. 92138 (714) 225-9641 0 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARY OF COMPRESSION TEST -RESULTS PAGE- ONE Permit #791529 SPECIFIED JOB: Bullocks Department Store MATERIAL: Prisms 28-DAY STR.: 2500 PSI Grout / Mortar / Block ADDRESS: 2557 El Camino Real PROPORTIONS/MIX NO.: Carlsbad, California TYPE: CEMENT: SPEC. SLUMP: IN. YEAR: 1979 ADMIXTURE: AGG. SIZE: IN. *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI DATE Lab. NO. DATE OTHER TEST RESULTS CAST LOCATION- IN STRUCTURE SLUMP 7-DAY 28-DAY MAILED C34 MO. DA. IN. AGE 4424 12/19 12" prisms. Bullocks #101 A-B-C-D-E. Made by Masonry Builders. --- I 2220 f 2050 (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed Berry (.11' Carlsbad City Building Inspection Department (1) Masonry Builders WLC:kh 12/28/79 I M It DrcqI19 CAR ®A �rif#i Depar`3mc€ TESTING ENGINEERS. SAN DIEGO REVIEWED BY William L. Cochrane, R.E. #24445 i k* FORM 1 PAGE t JP i 0 Testing Engineers —San Diego o,WOEOEHOFH V 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit 8, -Vista, California 92083 (714) 758=3730 page 1 of 2 LABORATORY NUMBER SD34-4803 FILE: #5049-1, Permit #7915 Jos: Bullocks Department Store DEG AD 2557 El Camino Real GITy Of CARLSO ADDRESS: Carlsbad, -California Building Departmen DATE REG. HRS. O. T. HAS. REINSP. HRS. INSPECTOR DATE 12 /10 /79 REG. HRS. 8.0 O. T. HRS. REINSP. HRS, INSPECTOR I Jahn E. Hanssel DATE December 20, 1979 - INSPECTION OF Reinforced- Concrete and Reinforced Masonry FABRICATOR OR ERECTOR: Hafer Steel and Masonry Builders CONTRACTOR: C. L. peck Contractor - SHOP - FIELD X PLANT Reinforcing Steel: ASTM A615, Grade 40 and 60 - Concrete Mix: #34-122R (4000'psi, 6.8 sacks) Masonry: ASTM C-90 Gr N-1 Hi Stress 3750 psi Mortar Mix: 1 part cement, 4 part lime, 3 parts sand, 2500 psi - Grout Mix #34-142 (7.5 sacks, 2500 psi) Reinforced Masonry: Observed the placement of reinforcing -steel and concrete block masonry units in 2nd floor wall locations as follows: to elevations of plus- 4'-8" on Line "H"-from 2.3 to 4 plus l6'-0 ; from "H-6.-111 to 11G.311, northeast to jamb at "G.211; and- to elevation of plus 15'-4" on Line 1 from ITAti to "B" • DATE 12/11/79 REG. HRS. 8.0 O.T.HRS. REINSP. HRS. INSPECTOR Reinforced Masonry: Observed the placement of reinforcing steel and concrete block masonry units in 2nd floor wall locations as follows: to elevation of plus 4"--8" on Line 2.3 from "H" to "G.3t1, northwest -to j-amb at 11G.2tI; from jamb at "G.1-2.111, northwest to Line "F.4t1; on Line 11F.4111 west to "F.4-1.1"; northwest to t1F.3-111. Cast three samples of mortar from 2nd floor wall at "H-2.3", elevation of Plus 21-0", marked Bullocks #90 A--B-C. Inspected the placement of reinforcing steel in masonry beams, 2nd floor roof on Line "A" between 4 and 5. Observed- the placement of approximately DATE REG. HRS. 9.5 cubic yards of grout in the following wall locations on 2nd floor: to 0.T.HRS. elevation of plus 15'-4" on Line -1 from t'A" to "Bt1; on Line "A" from 3 plus :REINSP. HRS. 15'-0" to 5, plus 151-0". Cast 3 samples of grout from masonry beam, Line INSPECTOR "A" between 4 and 5, marked Bullocks #89 A-B-Co Reinforced -Masonry: Observed the placement of reinforcing steel and concrete DATE 12/12/79 REG. HRS. 8.0 block masonry units in 2nd-floor wall locations as follows:- to elevation of 0.T.HRS. plus 8'-81t on Line 8 from "C1' to 11F.3"; southwest from "F.3" to "F.4"; REINSP. HRS. west on 'T.411 to 7.1; southwest tojamb . Observed the placement of INSPECTOR approximately 20.0 cubic yards of grout in 2nd floor wall locations as follows: to elevation of plus 4�'-Ot1 from 1T.3-1"; southeast to "F.4-1.111-; FORM i PAGE 2 JP" 0 Testing Engineers —San Diego p. HpFVFNpfNG o Do 3467Kurtz St., P.O. Box 80985, San Diego,, Ca. 921-38 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3A e 2 of 2 LABORATORY NUMBER SD34-4803 JOB: Bullocks Department Store DATE December 203, 197! DATE 12 /12 /79 REG. HRS. (Cont 'd) O. T. H Rs. REINSP. HRS. INSPECTOR DATE 12113 /79 REG. HRS. 6.0* O: T. HRs. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. H RS. REINSP. HRS. INSPECTOR DATE 1-2/14/79 REG. HRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRs. REINSP. HRS. INSPECTOR DATE' REG. HRS. O. T. H RS. REINSP. HRS INSPECTOR east tO "F.4-1.2';southeast to "G.3-2.4"; "south to "H-2.3"; 'east to "H-6.1"; north to "G.3=6.1"; no"rtheast. to jamb at 11G.211. . Cast_ 3 samples of grout from 2nd floor wall on Line 'IN" at 5.22 elevation of plus 3'-411, marked Bullocks #91 A-B-C. Reinforced Masonry: Observed the.placement of reinforcing steel and concrete block masonry units in 2nd floor wall locations as follows: to elevation of .plus 10'-8" from "H-2.3" to "H-6.21. Observed the placement of approxi- mately 12.0 cubic yards of grout in 2nd floor wall locations as follows: to elevation of plus 4.0 on Line "C" from jamb at 8 plus 8'-0" to Line 8; on Line 8 from "C" to "F.3", southwest to Line "F.4",, west on Line "F.4" to 7.1, southwest to jamb at "G.1-6.411. Cast 3 samples of grout from 2nd floor wall at 11C-811, elevation of plus 3'-4", marked Bullocks #92 A-B-C. Reinforced Concrete: Ins�pecte"d the placement of reinforcing steel in 2nd floor slab topping in escalator area from Line 4 to 5 between "C" and "E". Reinforced Masonry: Observed the placement of reinforcing steel and concrete block masonry units in 2nd floor wall locations as follows: to elevation of plus 10'-8" from jamb at "G.2-2.2", southeast to Line 2..4, south to Line "H", north on Line 6.1 to "G.3", northeast to jamb at "G.24.3". . Reinforcing Concrete.: Observed the placement of approximately 57.0 cubic yards of concrete in 2nd floor slab topping from Line 4 to 5 between "C" and "E"". Cast 3 samples of concrete from 2nd floor slab topping at "D" plus 16'-0" at 4 plus 4'-0", marked Bullocks #93 A-B-C with slump of 3-3/4": Inspected the placement of reinforcing steel in 2nd.floor roof topping from Line 1 to 9 between "A" and "C.1". REPORTED TO: (1) C. L. Peck Contractor (1) Bullocks Department Stores, Attn: Mr. E. (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S:E.. 1) C. L. Peck Contractor, Attn: Ed Berry _. )_City of Carlsbad Building Inspection Dept. s Jahns TESTING ENGINEERS SAN DIEGO REVIEWED BY. _ WLC : fh William L. Cochrane, R.E. #24445 • i Testing Engineers -San- Diego 3467Kurtz St., P.O. Box 80985, San Diego., Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 - SUMMARY OF COMPRESSION TEST RESULTS Permit #791529 JOB:, Bullocks Department Store ADDRESS: 2557-El Camino keal Carlsbad, California Year•" 1979 * Stored & cured, not. tested LAB NO: DATE CAST LOCATION IN STRUCTURE C34 MO. DA. 4132 11/2-1 2nd floor wall, Line "A" from 4 to 4 plus 2' -0" at 1'-4 " elevation. Bullocks #78 A-B-C. Made by TESD. 4160 11/27 2nd, floor wall, Line "A" at 3"2 6'-0" elevation. Bullock #81 A-B-C. Made by TESD, 4284 12/7- Line "H".from 4.3 to 6.3, 31-4 " elevation. Bullocks 188 A-B-C. Made by TESD. 4307 12 /11 2nd floor wall, Line "H" at 2.3, 2'-0" elevation. Bullocks 1f90- A-B-C. Made by TESD. FORM $a Jr O\.\NOFGFNOFHJ jV a O s J� h PAGE ONE Specified Material: Mortar 28-day Str. 2-500 psi Proportions/Mix No: 1 cement, 3-sand,, 1/4 lime Type: -- Cement: -- Spec. Slump: in Admixture: Lime Agg, Size: -'" in ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 28•DAY TEST RESULTS MAILED IN. AGE --- --- 3770. 9-day 2660 11/30/79 60-day *Disc. 12/4/79 12 /20 /79 (1) C.L. Peck (1) Bullocks Department Stores, Attn: E.•,Iahns (1) Ladd,,Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry Carlsbad City Building Inspection Dept. (1) Masonry Builders THC:kh --- 2290 --- , 2600, aft 4 --- 3470 DE04, 4 197 CITY OF C A LS A D Building epaefrrle f . TESTING ENGINEER . SAWN DIEGO REVIEWED 3 T.H. Chapman,RIE. #12882 • - . FORM t6 JP Testing Engineers —San Diego pF.,NpFDfNpfM 3467Kurtz St., P.O. Box.80985, San Diego, Ca. 92138 (714) 225-9641 1903-West Vista Way, Unit B, Vista, -California 92083 (714) 758-3730 FILE -No. 5049-1 SUMMARY OF COMPRESSION TEST RESULTS .PAGE— ONE J013: Bullocks Department Store Mix No. PR-400M GROUT SPEC. 28-DAY STR. ' 4000 1st ADDRESS- 2557 El Camino Real TYPE CEMENT 9.0 - SCY SPEC. SLUMP IN. Carlsbad, California YEAR: 19799 LAB NO, DATE CAST I C34 MO: DA. 3537 10/12 3637 10/19 3856 11/2 ADMIX. AGG. SIZE IN_ * STORED & •CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI OTHER DATE LOCATION IN STRUCTURE SLUMP- 7-DAY 28•DAY TEST RESULTS MAILED IN-. AGE Roof planks on Line 6 from 7 2 --- 4120 10-day 2370 10/2,6 /79 "D" to "Ell. Bullocks #46 60-day `Disc. 11/9/79 A-B-C. Made by TESD. 11/16/79 12/20/79 2nd floor, Line 3 between 9 1410 3180 '60-day 4190, "B." and "C". Bullocks YA49 A-B-C. Made by TESD. Roof plank on Line 5 from --- 1700 2970 "A" to "BIT. Bullocks #61 A-B-C, Made by TESD. ? 41979 zI " (1) C.L. Peck (1) Bullocks Department Stores (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. - 1) C.L. Peck, Attn: Ed Berry ?M Carlsbad;City Building Inspection -Department THC:kh TESTING ENGIN S. SAN DIEGO REVIEWED ,x,-.,.-.- T. Chapman, R.E. ��12882 FORM ID JP Testing Engineers —San Diego DE.,tlDEDEgpfNJ O 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5049-1 SUMMARYOF COMPRESSION TEST ' RESULTS PAGE, TWO, JoB: Bullocks Department Store ADDRESS: 2557 El Camino Real Carlsbad, California YEAR: 1979 " LA13 NO. DATE C34 CAST I MO. DA. LOCATION IN STRUCTURE 4110 '11/19 1 Grouted prisms. Bullocks #76 A-B-C. Made by TESD. (2500 psi required) MIX No.34-142 GROUT PUMP SPEC. 28-DAY STR.. 3250 psi TYPE CEMENT 7.5 SCY SPEC. SLUMP 8-10 IN. ADMIX. PazZ. 300R AGG. SIZE 3 /8 IN. *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. I I I AGE --- I 3720 ( 4870 1 60-day I `Disc. 11 /30 /79 12/7/79 12/14/79 12 /20 /79 4111 11/20 2nd floor wall, Line"9 at --- 3640 5610 60-day. *Disc. IIBI', 3'-4" elevation. Bullocks #77 A-B-C. Made by TESD. 4158 11/26 2nd floor wall, Line "A" at 16- 16' -0 ", 3' -4" elev. --- 4080 plus Bullocks #79 A-B-C. Made by TESD. (2500 psi required). r 4159 11/27 2nd floor wall, Line 9 at "BI', --- 2840 �' �, 6' -0" elevation. A�� Bullocks #80 A-B-C. Made Dal ldin� 0���� m? by TESD. (2500 psi required) nt 4181 11/28 Line "A" from 1 to 4 to --- 2850" 9' -4," elevation. Bullocks #82 A-B-C. Made by TESD. 4245 12/3 Foundation wall, Line 1 _-- 2850 from "B" to 110,1 1st lift. Bullocks #83 A-B-C. Made by TESD. 4256 12/4 Line "A" from 5 to 6, roof" --- 2700 - elevation. Bullocks #84 A- B-C. Made by TESD. (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1-) Steinbrugge & Thomas, Inc., S.E. TESTING EN- INE IRS, SAN DIEGO 1) C.L. Peck, Attn: Ed" Berry REVIEWED Carlsbad City Building Inspection Department (1) Masonry Builders THC•kh T.H. Chapm , R.E. #12882 Forth fa .F . ( ;: Testing Engineers —San Diego OE.,XUEVFNpFN, 3467Kurtz S•t., P.-0.•Box.80985, San Diego, Ca. 92138 (714) 225-9641 �� � rrr, FILE No. 5049-1 SUMMARY OF COMPRESSION TEST -RESULTS PAGE THREE_ Specified JOB: Bullocks Department Store- Material: GROUT 28--day Str. 3250 psi- ADDRESS: 2557 El Camino Real' Proportions/Mix No: 34-142 PUMP Carlsbad,- California Type:.' Cement: 7.5 Spec: Slump: 8-l0in Year-: 1979 Admixture:, Pozz. 30OR Agg. Size: 3/8 in Stored & cured, not test6a ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28=DAY TEST RESULTS MAILED C34 MO. DA. IN. AGE 4257- 12/5 Line 1, 3rd-lift, composite --- 2550 ' 12/14/79 wall. Bullocks_#85 A-B-C. 12/20/79 Made by TESD. 4283 12/7 Line "A" beam from Line 1 to --- 2390 9, 3rd floor. Bullocks #87- A-B-C, Made by TESD. 4306 12/11 2nd floor roof beam, Line --- 2670 "A" from 4 to 5. Bullocks #89 A-B-C. Made by TESD. 4308 12/12 2nd floor wall, Line "H" ---' 2480 at 5.2, V -4" elevation. Bullocks #91 A-B-C. 'Made by TESD. 4-309 12/13 2nd floor- wall-, Line 8 at --- 2230 7 ' "C", V -4" elevation. CVA Y Bullocks #92 A-B-C. Made. OP - by TESD. (3lljjdjn� -/k (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns. (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. 1) C.L. Peck, Attn: Ed Berry )— Carlsbad City Building Inspection Department (i) Masonry Builders THC : kh TESTING ENGINEE S, SAN REVIEWED B�� T.H. Chapman/ R .E . ,�i<: FORM 4 JP h Testing iFngineers—San Diego 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1.903 West Vista Way, Unit B, Vista, California '92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5-049-1, Permit #79-1529 DATE November 26, 1979 JOB: Bullocks Department Store December 14, 1979: ADDREss: 2557 El Camino Real, Carlsbad, California •. OWNER: Bullocks Department Stores ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ RED. WT. CONCRETE ❑ CORES ENGINEER: Steinbrugge & "Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE X)W, MORTAR CONTRACTOR: C.L. Peck ❑ GUNITE ❑ GROUT LAvoRATORY NUMBER C34-4059 MARK ON SPECIMEN Bullocks #73 A B C LOCATION IN STRUCTURE Grouted prisms BRAND OF CEMENT U9ZD . . BRAND AND TYPE OF ADMIXTURE - SOURCE OF SAND - - - t",f SOURCE OF ROCK - - - - 1 3 1 /4 lime " E1.l++ 201979 MIX PROPORTIONS OR NUMBER - cement, sand, .SUPPLIER (CONCRETE) . Job Mixed A - �� TRUCK No. & TICKET No. - et luw'd SLUMP OR KELLY BALL . 09 TEMPERATURE OF AIR TEMPERATURE OF MIXTURE �F SPECIMENS MACE BY . . . . Testing Engineers -San Diego .DATE. MADE . . . . . . . November 15, 1979 DATE RECEIYZD Nov. 192 1979 DATE TESTED • . . . . . Nov. 22, 1979 Dec." 132 1979 Stored & cured, AREA. SQUARE INCHES - - 3.14 3.14 not tested ULTIMATE LOAD. Las. - 11360 15470 CRUSHING STRENGTH LBS. PER. $Q. 1N. 3620 4930 AGE TESTED. DAYS . . • . 7 28 UNIT WEIGHT. LBS. PER. CU. FT. •. SPECIFIED STRENGTH Please substitute this co'"\cted copy of E _ our report for the one iss ed under the -� same date and laboratory number. The 28- 1 REPORTED To: day test result has been corrected. CLIENT (1) C.L. Peck 1 (1) Bullocks Department St -ore Al TESTING-ENGINEERSDIEGO (1) Ladd, Kelsey, Woodard, (1) Steinbru%2:5ze & Thomas.. Inq VI(l) C.L. Peck, Attn: Ed Berry -trT—Carlsbad •City Building Ir, (1) Masonry Builders THC:kh REVIEWED BY. T.H. a man, R.E. #12882 • FORM 4 JP Testing Engineers —San Diego oFdNDEVfryFM 3467K'urtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1963 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File 1f5049-1, Permit #791529 DATE November 27, 1979 JOB: Bullocks'Department Store December 17; 1979 ADDRESS: 2557 E1 Camino Real, Carl-sbad, California 'OWNER: Bullocks Department Stares XXX PRISM ARCHITECT: Ladd, Kelsey, Woodard, AIA ❑ REG. WT. CONCRETE p CoRES ,ENGINEER: Steinbrugge & Thomas, Inc., S.E. ❑ LIGiHTWT. CONCRETE A MORTAR CONTRACTOR: C.L. Peck -❑ GUNITE ❑ GROUT LABORATORY NUMBER C34-4109 MARK ON SPECIMEN BU.l locks #75 A B C D E LOCATION IN STRUCTURE 10" fluted, high -stress block BRAND OF CEMENT U8KD . BRAND AND TYPE OF ADMIXTURE ice? Iq SOURCE OF SAND - - - SOURCE OF ROCK - - - MIX PROPORTIONS OR NUMBER - Block: Hazard Company -D C20 1979 SUPPLIER (CONCRETE) - CITY OF TRUCK NO. & TICKET No. . SLUMP OR 'KELLY BALL . pp�� CARLS Building 0 A"N:,9 'F partrl'lent TEMPERATURE OF AIR TEMPERATURE OF MIXTURE 'F SPECIMENS MACE BY Testing Engineers -San Diego DATE MADE . . . . . . . November 19, 1979 DATE RECEIVED Nov. 21, 1979 DATE TESTED - - . . •- Nov. 26, 1979 Dec. 17, 1979 12/17/79 Stored Stored &-cured, AREA, SQUARE INCHES • - - 84.92 85.93 88.05 and not tested ULTIMATE LOAD. LBs. 215000 272,000 259000 cured, CRUSHING STRENGTH LBS. PER. SQ. IN. 2530 3170 2940 not AGE TESTED. DAYS - 7 28 28 tested .UNIT WEIGHT. LOS. PER. CU. FT. SPECIFIED STRENGTH 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Store-s, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA (1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck, Attn: Ed -Berry r-(t�rCarl.sbad City Building Inspection Dept. (1) Masonry Builders TESTING ENGI REVIEWED BY.: SAN DIEGO THC:kh T,H. Chapman,/R.E. #12882 JP f Testing Engineers —San Diego 3467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730. REPORT OF COMPRESSION TESTS File #5.049-1, Permit #791529 DATE November 27, 1979 Joa: Bullocks Department Store December 17, 1979 ADDRESS: 2557 El Camino Real, Carlsbad, California OWNER: Bullocks Department Stores XXX PRISM ARCHITECT: Ladd, Kelsey, Woodard, AIA Q REG. WT. CONCRETE Q CORES ENGINEER: Stelnbrugge and Thomas, Inc., S.E. ❑ LIGHT WT. CONCRETE A MORTAR_ CONTRACTOR. C.L. Peck Q GUNITE Q GROUT " LAVORATORY NUMBER 04-4.108- MARK ON SPECIMEN Bullocks #74 A- B C D E LOCATION IN STRUCTURE 12i1 fluted, high -stress block BRAND OF CEMENT USED - BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND - - �El, 0 i979 SOURCE; OF ROCK - `�� _ Fel E CITY 'MIX�PhOPORTIONS OR NUMBER Block: Hazard Company w {/y� �� D 16U04!L' iBit (CONCRETE) � TRUCK' o. & TICKET NO. - Frf rl rFal �b DePartMejqt SLUMP OR,KELLY BALL - TEMPERATURE OF AIR 'F TEMPERATURE OF MIXTURE .'F - . SPECIMENS MADE BY Testing Engineers -San Diego DATE MADE .. November 19, 1979 DATE RE=vED . . . . _ . - Nov. 212 1979 DATETESTED - .. Nov. 26, 1979 Dec. 171, 1979 1-2/17/79 AREA, SQUARE INCHES 98.28 98.02 96.86 ULTIMATE LOAD. L£ts. - - 178000 ff 0 O O CRUSHING STRENGTH LBS. PER. SQ. IN. 1810 217 2150 AGE TESTED, DAYS 7 2 UNIT WEIGHT, LBB. PER. CU. FT. SPECIFIED STRENGTH - - 2500 psi REPORTED TO: CLIENT (1) C.L. Peck (1) Bullocks Department Stores, Attn: E. Jahns (1) Ladd, Kelsey, Woodard, AIA .(1) Steinbrugge & Thomas, Inc., S.E. (1) C.L. Peck,, Attn: Ed Berry arlsbad City Building Inspection Dept. (1j Masonry Builders TESTING ENGIN REVIEWED BY. THC:=kh T.H. Chapman, Y/.E. #128 DIEGO