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Home My WebLink About2559 EL CAMINO REAL; INSPECT; 78-6171; PermitFORM 16 JP Testing 'Engineers— San . Diego 1 3467 Kurtz St P0 Box 80985, San Diego, Ca 92.138 (714)225-9641 /1 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 'FILE No., 572-2 SUMMARY OF COMPRESSION TEST RESULTS , ' PAGE TWO Permit #78-6171, P.O. #SP-105364, '' ... '. . .. JOB The Broadway Mix No 33-264 SPEC 28 DAY STR 3000 Psi ADDRESS: ' 2559 El Camino Real' ' ' ' TYPE -CEMENT 15 •4 SCY SPEC. SLUMP 4 ' Carlsbad, California ADMIX Pozz 344N AGG SIZE IN STORED & CURED. NOT TESTED ' YEAR: . 1979, ULTIMATE COMPRESSIVE STRENGTH. PS; - . . ' LAB NO. DATE . . ' OTHER DATE CAST LOCATION IN STRUCTURE SLUMP , 7-DAY 28-DAY ' TEST RESULTS . . MAILED C34 MO. DA. IN. . AGE 619.- 2/22 ". Escalator 'pit 'fOundations'.' ' - '4:. ' ' '2670 4240.. *Disc. *Disc ' ' '3/2/79" Broadway #15 A-B-C Made 3/8/79 by TESD 3/16/79 661 2/27 Loading dock wa11c 4 1930 3570 607day Disc 3/30/79 Broadway #20 A-B-C Made 4 /6 /79 by TESD 6/29/79 - 859 3/8 Escalator pit walls 4 2490 4170 60-day Disc 7/20/79 Broadway' #31, A-B-C. Made by TESD 2239 . 6/22 . Center of truck loading ramp 6-3/4 '2120 3020 60-day, *Disc. 25' from dock wall. '.Broad- way #122 A-B-C. Made' by T ES D RECEI VE[) JUL CITY OF CARLSBAI Bu'Idrng Department (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E.W. 1-Iahn,'Inc. . - -' .' -' . . -. ' TESTING ENGINE R. SAN DIEGO - (1 Mr. Les City of Carlsbad- .' . ,. -' - . -•'- . -' -,-.-- (1) Pre-Mixed Concrete Company __-- THC kh T H Chapman,R E #12882 - FORM JP L —J Testing Engineers—San Diego iD 3467KurtzSt P0 Box80985 SanDiego Ca 92138 (714)225-9641 r j 1903 West Vista Way, Unit B Vista California 008'3.(714) 758-3730 • - 'S REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171,2.0. #SP-105364 •• DATE May 18, 1979. Joe The Broadway June 6,-1979 'ADDRESS: 2559 El Camino Real, Carlsbad, California -• '• July 9, 1979 : OWNER: 'Broadway Department Stores '• . '. -. --.- ARCHITECT; Associated Architects and Planners 0 REG. WY. CONCRETE 0 CORES ENGINEER: Johnson and Nielsen Associates o LIGHT WY CONCRETE XY14 MORTAR CONTRACTOR: E.W. Hahn, Inc. o GUNITE 0 GROUT LADORATORY NUMBER C34-1624 -• I MARK ON SPECIMEN : Broadway #99 A B '- C LOCATION IN STRUCTURE 1st lift, Line "K" at 4, third floor BRAND OF CEMENT USED -. Riverside, Type II '- V BRAND AND TYPE OF ADMIXTURE Lime '- SOURCE OF SAND - . . Sorrento Sand Company. SOURCE OF ROCK MIX PROPORTIONS OR NUMBER . V-' V 1 cement,. 3 sand, 1/4 lime A6 SUPPLIER (CONCRETE, . - .' Job Mixed V • TRUCK No. & TICKET No. SLUMP OR KELLY BALL .. . ' • V ' , V •' ' V vuL 1.0 1979 TEMPERATURE OF AIR . . - F . ' . . .. ' . . . L TV0jF TEMPERATURE OF,MIXTURE . 'SPECIMENS MADEBv . - - . - ' . . -- . CARLSA Testing Engineers-San Diego : .1 ding :' .• Den DATE MADE .. - . . ' . May, 9, 1979 ', '. . ''-- i.lartment May 11, 1979 DATE RECEIVED ..........., TESTED May 16, 1979 June 6, 1979.July 9, 1979 AREA. SQUARE INCHES . . - . , 3.14 ' 3.14' . 3.14. V ,, •, V ULTIMATE LOAD. LBS........ - '4930 ' 6440 'V ' 7260 V CRUSHING STRENGTH LOS. PER SQ 1570 2050 2310 AGE TESTED DAYS 7 28 60 - UNIT WEIGHT. LBS: PER. u. rr . - :,• ' , ' , . - '..-- V / - , , ' V SPECIFIED STRENGTH . - . :. , ' ' - _('2400 psi.,./ - ' ' ' ' ' - - •- '' - -V •' ' REPORTED To; -,', • , V V , , , ' ' ' ' ' ' ' 'V ' '• , V . CLIENT (1) Broadway Department Stores, Attn Kelly Towner (1) Associated Architects-and-Planners V • V V • - (1) - Johnson and Nielsen Associates- - ' ' V ' , •, V• - - (1) E.W. Hahn, Inc. V.; • ' (1) E.W.. Hahn, Inc., Attn: Les Farra City of Carlsbad TINGEIy _SAN DIEGO REVIEWED THC kh T H Chapm , R E #12882 FORM 10 JP Testing Engineers —San Diego i S 3467KurtzSt,PO Box 80985, San Diego, Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B Vista California 92083 (714)'758-3730 FILE.NO. 572-2 SUMMARY OF COMPRESSION TEST RESULTS . PAGE FIVE Permit #78-61.71, P.O. #SP-105364 JOB The Broadway Mix No PR-52 GROUT SPEC 28 DAY STR 2660 PSI ADDRESS 2559 El Camino Real TYPE _R11 CEMENT 7.0 SCY SPEC SLUMP 9-11 IN Carlsbad, California . ADMIX Pozz _344 andSika AGG SIzE_3/8 IN. STORED & CURED. NOT TESTED YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH. PSI - DATE LAB NO. DATE OTHER CAST LOCATION IN STRUCTURE SLUMP 7-DAY • 28-DAY TEST RESULTS MAILED C39. MO. DA. IN. AGE 1823 5/23 1st lift of 2411 beam, from --- 1850' 3110 60-day *Djsc. 6/1/79 stair to corner column..-;. 6/8/79 Broadway #lli:.'A-.B-C. Made . . . 6/15/79 by TESD. . . . . ' . 6/21/79 1825 5/24 Bottom arch beam, Line 1 at --- 1970- 3720/ 60-day *Disc. 6/29/79' t1J11 2nd lift. Broadway . . . •• 7/5/79 #113 A-B-C Made by TESD 1919 5/30 1st lift, arch columns --- 2220 3590 60-day *Disc : . above bottom beam, Line "J',' . . . plus 13. Broadway #115 A-. . .. . . B-C. Made by TESD. . . . . . . . . 1.921 5/31 Arch column at Line 1 at . --- 1490 3540 60-day *Disc. "II" 2nd lift above beam Broadway #117 A-B-C Made by TESD. 2013 .6/1 East arch columns and center --- 1950 3300 60-day *Disc. arch column to "J" plus 13, . . . . . 2nd lift. Broadway #118 A- . .. . . . B-C. Made by TESD. . . .. . . . 2014. 6/4 Column at Line 1 at-11H11) 2' ---' 2300 3950 .60-day *Disc. below top of beam. Broadway . #119 A-B-C. Made by TESD. 2016 6/6 Top arch beam, Line 1 at --- l 3000 60-day *Disc. IV "H" Broadway #121 A-B-C C Made by TESD. .:: JUL'6 1979. (1) Broadway Department Stores,Attn: Kelly Towner ' Büi• .'lLB/tb (1.) . Associated Architects and Planners . . Ifl Departme (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. " . - . • TESTING ENGINEER SAN DIEGO (1) E.W. Hahn, Inc., Attn: Les Farra S REVIEWED B City of Carlsbad . . .. .5 . THC:kh S.. •. . . . . T. Chapman, R.E. #12882 FORM 4 jp -J Testing Engineers—San Diego 4ç 10' 3467KurtzSt ,PO Box 80985, SanDiego, Ca 92138 (714)225-9641 J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730. REPORT OF COMPRESSION TESTS ' File #57222 Permit #78-617131 P.O #SP-105364 . DATE June 12, 1979 JOB:* The Broadway . S ' . '' July .3, 1979 . ADDRESS 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores . , , :' ' ' •' S , , .. , . ARCHITECT: •, Associated Architects and Planners 'a RiG. WT. CONCRETE 0 CORES. ENGINEER: 'Johnson and Nielsen Associates 0 LIGHT WT. CONCRETE )0 MORTAR CONTRACTOR E .W. Hahn, Inc.. . . . ' 0 GUNITE 0 GROUT L.ADORATORY NUMBER ' . , c34-2015 MARK ON SPECIMEN ' Broadway #120,A B . c LOCATION IN STRUCTURE Top arch beam from Stairwall #2 to Line 1 at "H" BRAND OF CEMENT USED . . , . Riverside, Type II BRAND AND TYPE or ADMIXTURE - , S Lime SOURCE OF ROCK Sand Company Mix PROPORTIONS OR NUMBER . , - 1 cement, 3 sand, 1/4 lime JUL 5 . . '• , SOURCE OF SAND ............Sorrento SUPPLIER (CONCRETE). . . . , Job Mixed , .. C/i-" .. ,. TRUCK No. & TICKET No. . . '. .. SLUMP OR KELLY BALL . ., ' 0F CAR IILSBAQ ' ' BUl!diig . .. De TEMPERATURE OF AIR , . . . F ' ,Pa' TEMPERATURE OF MIXTURE . p. . '• ' ' ' ' .. . ' . S. ' . , ' .. . ' . . .. .. SPECIMENS MADE By ' . . .' . Testing Engineers-San Diego ..... . .. ' . . DATE MADE . . '.' . . ' . - June 5, 1979 DATE RECEVEO . . . - .. June 6, 1979 'DATE TESTED . ' . . . . ,. . June 12, 1979 July 3, 1979 ' Stored & cured, AREA. SQUARE INCHES ' . -. . ' 3.14 ' . ,3.14 '. not tested ULTIMATE LOAD. Les. , . . . 6830 ' 9400 CRUSHING STRENGTH LBS PER SQ. IN 2180 2990 AGE TESTED DAYS 7 28 UNIT WEIGHT. LBS. PER. CU. FT. SPECIFIED STRENGTH . . 2400 psi REPORTED TO: CLIENT (1) BroadwayDeiartment'Stores, Attn: Kelly Towner (1) Associated Architects and Planners '(1) Johnson and Nielsen Associates (1) E.W.'Hahn,'Inc. (1) E.W. Hahn, Inc., Attn: Les Farra .,) City of Carlsbad ' ''. ' ' TESTING ENGINEERS - S/N DIEGO REVIEWED BY. THC:kh , . ' ' ' ' . ' T.H. Chapman, R '. #12882 _- FORM to JP fr ' TestingEngineers—Sàn Diegogoog3467KurtzSt P0 Box80985 San Diego Ca 92138 (714)225-9641 1 1903 West Vista Way, Unit B, Vista, California 92083 (714)758-3730 FILE No. 572-2' SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO k'ermit'qP/,o-bi'/l F.O. PSP-105364 JOB: . The Broadway : ' Mix No. 33-267 SPEC. 28-DAY STR. 4000 , ADDRESS: .. 2559 El Camino Real TYPE ______CEMENT_6.8 : ,Scv SPEC. SLUMP 4 IN. Carlsbad, California . :•. ADMIX Pozz 344 and NBA.E 10 AGO SIZE IN YEAR: 1979 . • * STORED & CURED. NOT TESTED . . ULTIMATE COMPRESSIVE STRENGTH, PSI . OTHER DATE . LAB NO. DATE C34 MCAST ODA LOCATION IN STRUCTURE ' SLUMP 7-DAY 28-DAY TEST RESULTS IN. MAILED AGE 1206 . 4/11 3rd floor, Line 8 to 9 from .5. 3080. .4280; 60-day' ';*Disc. .4/20/79 !'E" to "F". Broadway #65 4/27/79 A-B-C.' . Made by TESD. ' '. ' 5/4/79 5/il/79 1207 4/il 3rd floor, Line "E" to "F" 5½ '' 3010. 4390. 60-day' *Disc. ' 5/18/79 from 3 to 4. Broadway #66 5/25/79 A-B-C. ..Made by TESD.. 6/1/79 6/21/79 1209 '4/12 . Pour strip, Line 1 from , '5 2940 4140 60-day . *Disè 7/5/79 , - . cu to, "D". Broadway #68 A-BC. Made by TESD. 1213 . 4/13 - 3rd floor, Line "B" to' "C"' ' ' 4½ 2690 4240 . 60-day *Disc. from 8 td 9.. Broadway #72 A-B-C. 'Made by TESD. .113 01, 4/18 : 3rd floor, Line "D" to "E" . 5 . 2760 .6O-day Z9O/' from 1 to 2. Broadway #76. .' . . . , '. A-B-C.. Made by TESD. 1349, 4/20 2nd floor slab at escalator. 5-1-4 ' 2230 .4030. 60-day *Disc. . Broadway #80 A-B-C. Made by TESD.' .1386 .4/25 2nd floor slab atound Stair 4½ , 3010 4490. 60-day *Disc. -' ' .'• - #2' Broadway #85 A-B-C. Made by TESD 1511 5/3 3rd floor slab around 4 2 2690 (3890 60-day. (444o elevator. . Broadway #93 A- B-C Made by TESD (1). Broadway Department Stores, Attn: 'Kelly Towner. (1) Associated Architects and Planners (1) Johnson and Nielsen Associates , (1) E.W. Hahn, Inc. , . . ' ' . ' TESTING ENCINEE . AN DIEGO ' (1) E.W. 'Hahn, 'Inc., Attn::Les Fa . ., REVIEW . (T~ City-of Carlsbad k (1) Pre-Mixed Concrete Company oo. / THC:k.' ' '' : : ' ' ' . . . , T.H. Chapman, R.E. #12882 , S FORM 18 JP Testing Engineers —San Diego: : 3467KurtzSt,PO Box 80985, San Diego Ca 92138 (714)225-9641 I J 1903 West Vista Way Unit B Vista California 92083 (714).75873730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE SIX Permit #78-6171, P.O. #SP-105364 -. .. -. JOB:.The Broadway MIX No PR-52 GROUT SPEC..28 DAY STR 2660 Psi ADDRESS: 2559 El Camino Real TYPE R11 CEMENT 7.0 SCY SPEC SLUMP 911 _IN Carlsbad California ADMIX Pozz 344 and Sika AGG SIZE IN • . --:. * STORED & CURED. NOT TESTED YEAR: 1979 . . . ULTIMATE COMPRESSIVE STRENGTH, PSI DATE LAB NO. DATE . OTHER CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST • RESULTS MAILED C.4 MO. DA. IN. AGE - 2241 6/7 Top arch beam, Line "A" --- --- 2870 18-day 2720 6/29/79 plus 13. . Broadway #122 A- • • : ..'__'160-.day *Disc. • 7/5/79 B-C.- Made by Contractor. (1) Broadway Department .Stores, Attn: Kelly Towner • • • • • . -• - . • - • (1) Associated Architects & Planners • - • • . . . • - . • - - • • -. - - (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. - - •-. -. - TESTINGENG EE AN DIEGO - (1) E.W.• Hahn, Inc., Attn: Les Farra • - .- • . - RE • . - . . (l -City of Carlsbad THC kh T 7H.Chap m, R E #12882 S FORM 16 JP r ' Testing Engineers—San Diego IL 3467 Kurtz St P0 Box80985 San Diego Ca 92138 (714)225-9641 .r j 1903 West Vista Way, Unit B, Vista, California 92083 -(714) 758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO Permit #78-61712 P.O. #SP-105364' . . . . . . . . JOB: The Broadway . - .•. Mx No. 33-264 SPEC. 28-DAY STR. 3000 ADDRESS: . 2559 El Camino Real . . TYPE-CEMENT 5.4 Scv SPEC. SLUMP 4 IN. Carlsbad, California . . •' . . ADMIX: Pozz. 344N AGG. SIZE 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 TEST RESULTS MAILED C34 . MO.. DA. IN. . AGE 619 2/22 Escalator pit foundations.. .4 ' 2670 4240 60-day *Disc. . 3/2/79' Broadway #15 A-B-C. Made ' . . . •, •. .: ' . 3/8/79 'by TESD. . ' •. . . ' ' ' ' I '. 3/16/79 661 2/27 "Loading dock walls 4 1930 3570 607day *Disc. 3 /30/79 Broadway #20 A-B-C.' Made .. .. .. . ' . .. 4/6/79 by TESD. . ' ' ' .• ' . •.. . .' . ' .. '' 6/29/79 859 3/8 Cl Escalator pit walls. . .4 " 2490 4170-' 60-day *Disc. Broadway #31 A-B-C. Made ' " •' ' ' . ' . " by, TESD. ' : . . ' ' •. . , . : . ' - 2239 6'/22' V Cener of truck loading ramp. 6-3/4 ' 2120 25' from dock wall. Broad- way.4122 A-B-C. Made by TESD. flECEnjD JUL 2 197.9 CITY OF ARLSI AD Building )epartm nt (1) Broadway Department Stores, Attn: Kelly Towner. (1) 'Associated Architects and. 'Planners • ' ' ' ' ". • • •. . •,.: " : (1) Johnson and Nielsen Associates ' . ' .' '' '• ' . " ' ' ' , çt - , • . • (1) E.W. Hahn, 'Inc. ' .. ' ' . ' ' ' 'TESTING ENGINE R, SAN DIEGO ( Pre (1e) City of Carlsbad Concrete Company REvwEDBY / THC:kh -' ; ' ' . '. " ' . '' ' . T.H(Chapma R.E. #12882 S FORM JO JP Testing Engineers —San Diego .. . . . I wn 3467 Kurtz St,PO Box 80985, San Diego Ca 92138 (714)225-9641 r 1' 1903 West Vista Way Unit B, Vista, California 92083 (714) 758-3730 •. FILE No. 572-2 . SUMMARY OF COMPRESSION TEST RESULTS PAGE' FIVE Permit #78-6111.,P.O. #SP-105364 . . . Joe: The Broadway MIX No PR-52 GROUT SPEC 28 DAY STIR. 2660 Psi ADDRESSS 2559 El Carnino Real. ., . TYpE_R11 CEMENT 7.0 Scv SPEC. SLUMP .9-11 IN. Carlsbad, California . . . S •. ... ADMIX Pozz_344 and Sika AGS SIZE 3/8 - .. ... . .. . .. . . . . .. * STORED & CURED. NOT TESTED . YEAR: 1979 .. . . . ULTIMATE COMPRESSIVE STRENGTH, PSI LAB NO. . DATE . . . . OTHER .. DATE C34 M CAST ODA LOCATION IN STRUCTURE SLUMP 7-DAY 2O.DAY TEST RESULTS MAILED IN. . AGE .1823 5/23 •: 1st lift-of 24" beam from . . 1850 3110.",60-day *Disc... .. 6/1/79 stair to corner colu'mn.' .. . . . . . . . . 6/8/79 Broadway #111 A-B-C Made by TESD..; •. . ; . .. . ... . . . . . 6/15 /79 ,. ... . . S. 6/21/79 1825 5/24 Bottom arch beam, Line 1 at --- . 1970 .3720/ 60-day. *Disc. 6/29/79 2nd lift. Broadway •, .. . S . .. . . . #113 A-B-C. Made by TESD. . . S.. 1919 5/30 1st lift, arch columns --- 2220 3590 60-day *Disc above bOttom beam, Line "J" . . . . . . , plus 13. Broadway #115 A- . . . . . . . . . . . B-C. •Made by TESD. . .• . .. . . . . 1921 5/31 . Arch column at Line 1 at --- .1490 .3540 60-day *Disc. "H", 2nd lift above beam. . . .. .. . Broadway #117 A-B-C. Made . . . . . . .. . . by TESD. .: . .. . .. . . . . . . . . . . ... 2013 6/1 East, arch columns andcenter --S- 1950 -3300 60-day *Disc. . arch column 1J1 to 11 plus 13, . '. .. . . . . .•. 2nd lift. : Broadway #118 A- . . . . . . . . . . . . B-C.. Made by TESD. . .. . . . . . 2014 6/4 Column at Line 1 at "H", 2' --- 2300 R CE VED below top of beam. Broadway . .. . . . .. . . . . #119 A-TB-C. Made by ,TESD. . . . . . . .. . 6 . . S .. .. . . . . . . • -JUL . 2016 '. 6/6: Top arch beam, Line 1 at . 1980 .. . ..• . "H". Broadway #121 ABC. . • . CITY OF. C RLSBI D . Made by TESD B jild.ing 1prtwni (1) . Broadway Department Stores, Attn: Kelly Towner . .. .. . (1) Associated Architects and. Planners all (1)..-Johnson and Nielsen Associates (1) E.W. Hahn, Inc. . . . . .. . TESTING ENGINEE SAN DIEGO (1) E.W. Hahn, Inc., Attn: Les Farra . . REVIEWED B 9e) City of Carlsbad THC kh T. _ChapmanjR.E. #12882 FORM I PAGE $ JP r j/ Testing Engineers—San Diego Di 3467KurtzSt P0 Box 80985, San Diego, Ca 92138 (714)225-9641 r 1 1903 West Vista Way Unit B Vista, California 92083'(714)'75'8-3730*. LABORATORY NUMBER I INSPECTION REPORT. : .. DATE ________________________SD342281 . . _June 28, 1979 FILE: #572-2, Permit .1178-6171', P.O. lISP 105364 INSPECTION OF Reinforced Concrete FABRICATOR OR ERECTOR E W Hahn, Inc The Broadway CONTRACTOR E W Hahn, Inc ADDRESS: 2559 El Camino Real, Carlsbad, California SHOP______ FIELD_XX PLANT______ DATE Reinforcing Steel ASTM A-615 CR 60-+ 40 R E m. HRS. . Concrete Nix: 33-264 (5.4 sk., 3000ps1) . .. .. . . . . T HRS REINSP HRS INSPECTOR Inspected the placement of reinforcing steel in truck loading dock ramp '. DATE 6/22/79 slab at east side. Witnessed the placement of approximately 48.0 cubic ' REQ. Hps. 5.0* ... . yards of concrete in this slab. Cast 3 samples from center of slab, O.T.HRs. approximately 25'. from dock wall, marked Broadway #122 A-B-C, with slump REINSP. HRS. of 6-3/4" . . . .. . INSPECTOR Jack Hanssel DATE REG.HRS 4 0. T. HRS. . . . . . . . . . . . . . . . . .. . . . . . REINSP HRS INSPECTOR DATE PEG HRS T HRS INSPECTOR RECE WED DATE JUL 2 1979 REG HRS. T HRS. CITY OF CARLSBAD REINS P. HRS. . . 0 . . . . INSPECTOR'.Bu'Iding Department *Hours prorated with other work. REPORTED To:(1) The Broadway Department Stores Attn:--Mr.Kelly Towner (1) Associated Architects & Planners (1) Johnson & Nielsen Associates (1) E. W. Hahn,. Inc. ..... . . ... . 33STING. ENGIN S - SAN DIEGO. (1) E. W. Hahn, Inc..,, Attn:-Les Farra. . EVIEWE •0 J4 City of Carlsbad Bldg..Insp. Dept c THC:mg . . . . . T. H. Chapma .E. #12882 . . . . FORM 4 JP Testing Engineers—San Diego. . IrN M. 3467KurtzSt,PO Box80985 SanDiego Ca 92138 (714)225-9641 J 1903 West yista ..Way Unit B Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS . File #572-2 Permit #78-617131 P.O. #SP-105364 . . . . . DATE ,.. June 811 1979 JOB: The Broadway ......... . . . .•.• .• . June 29, 1979 ADDRESS: 2559 El Camino Real, Carlsbad, California OWNER:'Broadway Department Stores ARCHITECT: Associated Architects and Planners •• •: 0 REG. WT. CONCRETE 0 CORES ENGINEER: Johnsonand. Nielsen Associates . . . . ci LIGHT Wr. CONCRETE. XYC34 MORTAR. CONTRACTOR: E .W. Hahn, Inc. . . . D GUNITE . 0 GROUT Ls.oRATop.y.Nu5p . C34-1920. MARK ON SPECIMEN . . Broadway #116A . . B . . . . C . ,. LOCATION IN STRUCTURE .. Arch column, Line "J" plus 133. 2nd lift above beam BRAND OF CEMENT uszo Riverside . . .. . . . BRAND AND TYPE OF ADMIXTURE Lime . . . .. .• .. .. . • . .V. . Company . . .; . •.. . . SOURCE OF ROCK .. . . . . . . . .• ... . . . . MIX PROPORTIONS OR NUMBER . - 1 cement, 3 sand, 1/4 lime. • • . SOURCE OF SAND ...........SorrentoSand SUPPLIER (CONCRETE) . .. - - Job Mixed . . . . . . . . . . TRUCK No. & TICKET No. SLUMP OR KELLY BALL . .. . . . .. TEMPERATURE OF AIR . - P . . . . . . . . .. TEMPERATURE OF MIXTURE . P . . .. . . . . . . .- •.•. .. . Testing SPECIMENS MADE BY . . • Testing Engineers--San Diego . . . . . . DATE MADE . . .. •.- . May 31, 1979 . ... . . . . .. . . DATE RECEIVED • - . .. . . . June 1, 1979 . .. .. . . . DATE TESTED . - .• . . . June 7, 1979 June 28, 1979 Stored & cured, • AREA. SQUARE INCHES . ... .., . 3.14 3.14 . not tested ULTIMATE LOAD. Les. - . .. . 9200 . . .. 12880 . •.. CRUSHING STRENGTH LBS. PER. SQ. IN. 2930 . 4100 . ., . . AGE TESTED. DAYS • .. . . 7 . P.28 . . • . . . . UNIT WEIGHT. LBS. PER. CU. . . : R EC : WE D - . REPORTED TO: JUL 2 1Q7 . • . . . .•. . . . - . - . CLIENT (1) . Broadway Department Stares, Attn: Kelly Towner . . ...• -. . . (1) Associated Architects and Planners . - ..fly OFCARLSBAD (1) Johnson and Nielsen Associates . . . .. .. Building Department . .. . (1) E .W.- Hahn, Inc. . .. . .•.•••..• . - . .. . (1) E.W. Hahn, Inc., Attn: Les Farra . . . . . .. . . •• . City of Carlsbad • . .. . TESTING ENGINEERS. N DIEGO REVIEWED BY". // THC:kh • •:. • . T. H!. Chapma'n,/.E. #12882 S FORM 18 JP Fzg=7 Testing Engineers—San Diego.. . ..I• ::.. P.O. Box 80986, San Diego, Ca 92138 (714)225-9641 F J 1903 West Vista Way, Unit B Vista, California 92083 (714).758-3730 FILE.NO. 5:722 SUMMARY OF COMPRESSION TEST RESULTS . PAGE SIX Permit #78-6171, 'P.O. #SP-105364 Joe: . The Broadway . ' Mix No. PR-52 GROUT SPEC. 28-DAY STR._26.60 psi, ADDRESS: 2559 El, Camino Real ' .. TYPE R11 CEMENT 7.0 Scv SPEC. SLUMP 9711 IN. Carlsbad' California' . .... . . .. . . ADMIX Pozz 344 and Sika AGG SIzE_3/8 IN . STORED & CURED. NOT TESTED YEAR: 1979 . . . . . . 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 2241 6/7 ' Top-arch bean, Line "A" --- . ---'.. . ' 18-day 2720/ .6/29/79. plus '.13. .Broadway #122 A- B-C Made by Contractor RE EI\ ED j L2 1919. CITY OF CAR SBAD Building Depa ttCflt (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects & Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. ' '. ' . TESTING ENG EE N DIEGO Hahn, Attns,rra RE City of Carlsbad THC kh T H Chapp, R E #12882 . FORM 16 JP rr 7Jfl Testing Engineers—San Diego /01 3467kurtzSt.,P.O.Box,80985, San Diego, .Ca;92138 (714) 225-9641 (_JJ 1903 West Vista Way, Unit B, Vista, California, 92083 (714) 758-3730 FILE No. _5 72-2 SUMMARY 'cw CrMDDcIrKI lr=clr mwci if THREE Permit #78-61713, P.O., #SP-105364 S JOB: The Broadway . . . . Mix No._PR-52 GROUT SPEC. 28-DAY STR._2660 Psi ADDRESS: 2559 El Camino Real , TYPE CEMENT 7.0 Scv SPEC. SLUM 9-li IN. Carlsbad, California ADMIX Pozz __344andSika AGG SIzE_3 /8 IN YEAR: 1979 STORED &CURED. NOT TESTED ' ULTIMATE COMPRESSIVE STRENGTH. PSI ' ' . OTHER " DATE LAB NO. DATE . ' • C34 CAST MO.DA , LOCATION IN STRUCTURE , 'SLUMP 7. DAY 28-DAY 'TEST RESULTS IN. ' AGE MAILED . ' ' ' 1212 ' 4/13 1st lift above 2nd floor ---' 1660' 2,940 60-day *Disc. 4 /20/79 Line -"J" to 'K". Broadway 4/27/79 #71 A-B-C Made by TESD.5/4/79 1240 4/16 Stair #2, 2nd lift, 2nd ' ' ' -'-h- 2040. 3540 60-day' *Disc.' 5/11/79 floor. Broadway #74 A--C. :1. '' " ' 5 /18/79 Made by TESD . , ' 6/21/79 1269 4 /17 3rd floor, Line 1 from "D" ---'' , 1910 3,260 60-day *Disc. to "E". Broadway #75 A-B- C. Made by TESD. ' ' ' ''.' ., .. .,•,'•.. ' ' ' .1306 , 4 /19 ' '3rd floor, 2nd lift, Line --- , 1720 2610 . 60-day 3720\ 8 from "B" to "C" Broadway .. I #79 A-B-C Made by TESD 1351 ' 4t23 Beam on Line 1 from "B" ' . --- 2040 3150 607day *Disc. to "C". 'Broadway #82 A-B- C, Made by TESD.' 1385 4/24 , 2nd floor, Line 8.from "J" ' --- 2150 '3180 60-day *Disc. to "H", 3rd lift. Broadway #84 A-B-C. , Made by TESD., Z. 1388 4 /25 3rd floor, Line "A" from 1710 2760 60-day kDisc 4 to 5, 1st lift. ' Broad- way #87 A-B-C. Made by TESD. 1421 '' 4/26 'Line 1 from 'D" to '"G", 4th --- ' 1930 . 2840. 60-day' *Disc lift. Broadway #88 A-B-C. Made by,TESD. (1) Broadway Department Stores, Attn: Kelly Toner (1) ' Associated Architects and Planners (1) '.Johnson and Nielsen Associates ' ' • ' ' . . . :, , ' ' ' " ' ' S (1) E.W. Hahn, Inc. TESTING ENGINE SAN DIEGO (1) ' E.W. Hahn, Inc., Attn:,Les,-Farra REVIEWED City of Carlsbad p(f • '. ' ' ' " ' '.' ,-J ' ' S ' ' , ' ' S THC:kh , . ',. ' ' ' ' S , ' .. T.H. Chapman, R.E. #12882 ' FORM 4 JP Testing Engineers—San Diego 3467KurtzSt,P0 Box 80985,San Diego Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B Vista California 92083 (714).758-3730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171., P.O. #SP-105364 •• • 0 DATE June 4, 1979 Jos The Broadway June 21, 1979 ADDREsS 2559 El Camino Real, Carlsbad, California OWNER Broadway Department Stores : • ARCHITECT: Associated Architects & Planners a REG. WT CONCRETE 0 CoRES ENGINEER: Johnson and Nielsen Associates '. 0 LIGHT WT. CONCRETE X) MORTAR CONTRAcTOR: E .W. Hahn, 'Inc. 0 GUNITE 0 GROUT LABORATORY NUMBER . C34-1824 - ,MARK ON SPECIMEN - . Broadway #112 A B . C LOCATION IN STRUCTURE 2nd lift, Line 1 at "D", bottom arch beam - BRAND OF CEMENT Us.o . •., . Riverside, Type II . • • . BRAND AND TYPE or, ADMIXTURE - . Lime .. 0 ; - . Sand Company . . .. . . SOURCE OF ROCK SOURCE OF SAND ........Sorrento MIXPROPORTIONSORNUMBER . - 1 cement, 3 sand, 1/4 lime. SUPPLIER (CONCRETE) • Job Mixed TRUCK No. & TICKET No. .. - . . . . . . .. •0•S •. . 0 SLUMP OR KELLY BAu. . . . - 0• 0 . . . . 0. TEMPERATURE OF AIR . . . •0 .. S - . . . .. TEMPERATURE OF MIXTURE F 0 .. . •0 -. . . . SPECIMENS MARE BY . - 1. •. . Testing Engineers-San Diego • '0 • 0 . •• 0 'DATE MADE . ••. ., . . .. •. . May 24, 1979 • . ..-_- . 0 0 .25, 1979 • -'- • '.- . - -31,1979 .-. June 21,1979. Stored & cured, 0 . DATE TESTED ..............May AREA. SQUARE INCHES • . .. 3.14. 3.14. • . not tested • • •• . 0 DATE RECEIVED . • ...... ..... May ULTIMATE LOAD Lss 7380 9380 CRUSHING STRENGTH LBS PER SO. IN..2350 2990 AGE TESTED. DAYS . - • ..• 0 7. •, 0•0 • •• 28 . •• -• 0 •. • . 0 • UNIT WEIGHT LBS PER CU VT SPECIFIED STRENGTH' 5. . 2400 psi 0 • • 0 0; ..0. FORM 16 JP Testing Engineers—San Diego 4c 3467 Kurtz St P0 Box 80985, San Diego Ca 92138 (714)22579641 r j 1903 West Vista Way,: Unit B, Vista, California'92083 (714) 758-3730 FILE No. _5 72-2 . SUMMARY OF COMPRESSION TEST RESULTS ' PAGE FIVE Permit #78-6]71, P.O #SP-105364 JOB The Broadway MIX No PR-52 GROUT SPEC 28 DAY STIR. 2660 Psi ADDRESS 2559 El Camino Real TYPE R-II CEMENT _7 0 Scv SPEC SLUMP 911 IN Carlsbad, California ADMIX Pozz 344 and Sika AGG SIZE 3/8 IN .' S *STORED & CURED. NOT TESTED YEAR: ' 1979 ULTIMATE COMPRESSIVE STRENGTH. PSI ' LAB NO. DATE ' , ' . OTHER , DATE C34 M CAST O. DA LOCATION IN STRUCTURE SLUMP , 7-DAY 28-DAY EST RESULTS MAILED 1823 IN. AGE 5/23. '1st lift of 24" 'beam from -,-- ' 1850 , 3110." 60-day *Disc. , 6/1/79, stair to corner column 6/8/79 Broadway #111 A-B-C Made by TESD. •.., ' " ' ' ••. ' ' " 0 , ' 6 /15 /79 6/21/79 1825 5/24 Bottom arch beam, Line 1 at --- ' 1970 3720" 60-day . *Disc. "J", 2nd lift Broadway #113 A-B-C Made by TESD 1919 5/30 1st lift, arch columns --- 2220 above bottom beam, Line "J" plus 13 Broadway #115 A- B-C. Made by TESD. 1.921 5/31 Arch column at Line 1 at --- 1490 "H", 2nd lift above beam Broadway #117 A-B-C Made by TESD 2013 6/1 East arch columns and center --- 1950 arch columnto "J" plus 13, 2nd lift Broadway #118 A- B-C Made by TESD 2014 6/4 Column at Line 1 at "H", 2' --- 2300 below top of beam Broadway #119 A-B-C Made by TESD 2016 6/6 Top arch beam, Line 'l at --- 1980 "H". Broadway #121 A-B-C.' ': ' ' S ' ' S S • ' Made by TESD (1) Broadway Department Stores, Attn: Kelly.Towner : ,. ' '. , • S • , '' , (1) Associated Architects and Planners , '•.. • ' S , , S , (1) Johnson and Nielsen Associates J (1). E.W. Hahn, Inc. , •, • . . TESTING ENGINEE SAN DIEGO (yf E W Hahn, Inc , Attn:Les FarraCJj_ REVIEWED B (1) City of Carlsbad THC kh T Chapman, R E #12882 . EORM I PAGE I JP Testing Engineers —San Diego .: . . .' ii'111 3467KurtzSt P0 Box 80985 San Diego, Ca 92138 (714)225-9641 r 1 1903 West Vista Way ,UnitB,Vistà, California .92083(714) 758-3730 . °. . LABORATORY NUMBER SD34-2099A ... INSPECTION REPORT DATE June 20, 1979 FILE: #572-2, Permit #78-6171, P.O. #SP-105364 INSPECTION OF .Struótural Steel Assembly JOB:The Broadway FABRICATOR OR ERECTOR Pitner & Zenor CONTRACTOR E W Hahn, Inc. XX ADDRESS: 2559 El. Camino Real, Carlsbad, California. . SHOP _: .FILD______ PLANT______ REPORTED To (1) Broadway Department Stores, Attn: Mr.. Kelly Towner . . . (1) Associated Architects & Planners (1) Johnson & Nielsen Associates ........(1) E. W. Hahn, Inc. . . . .. . . . . . . . . . . (1) E.W. Hahn, Inc., Attn: S Farra . . TESTING ENGINE S SAN DIEGO (ar) City of Carlsbad R!PZ/' THC:am . . . . . . . . . . .. . T. . Chapinan,/R.E. #12882. FORM 4 JP Tesiing Engineers—San Diego ... I S 3467KurtzSt, P0 Box 80985, San Diego, Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 DATE June 5, 1979 Jos The Broadway June 26, 1979 ADDRESS: 2559 El Camino Real, Carlsbad, California S . OWNER; Broady Department Stores .. ARCHITECT: Associated Architects and Planners DREG. WT. CONCRETE 0 CORES ENGINEER Johnson and Nielsen Associates o LIGHT WT CONCRETE X) MORTAR CONTRACTOR: E.W. Hahn, Inc. . 0 GUNPTE 0 Grour LABORATORY NUMBER C34-1918 I MARK ON SPECIMEN . Broadway #114 A B . . . C LOCATION IN STRUCTURE •. •.. Arch columns on Line 1 from IIHH to "J", 1st lift above beam BRAND OF CEMENT USED • .. - Riverside, Type II BRAND AND TYPE OF ADMIXTURE .- .' Lime •' . . . C Sand Company. : . . j SOURCE OF ROCK ...... . JUN MIX PROPORTIONS OR NUMBER - 1 cement, 3 sand, 1/4 lime CITy SUPPLIER (CONCRETE) . - - Job Mixed . : . f r A SOURCE OF SAND ..............Sorrento TRUCK No. & TICKET No. . . . . . . . . •.. BU tlRLsBA . .5. SLUMP OR KELLY BALL. i/ g 'iO TEMPERATURE OF AIR - - ,. F . -. . . . S. . ..nt TEMPERATURE OF: MIXTURE - F . . . . . . S... SPECIMENS MADE By : E Testing Engineers-San Diego DATE MADE - ....... . - May 29, 1979 DATE RECEIVED . • . : . . June 1, 1979 DATE TESTED -. .- • - - - June 5, 1979 . June 26, 1979 Stored & cured, S AREA. SQUARE INCHES 3.14 . 3.14 not tested . ULTIMATE LOAD LBS 4910 8840 CRUSHING STRENGTH LEIS. PER. SQ. IN. 1560 2820--i S 5,5 5 5 AGE TESTED. DAYS . . . . 7 . . . 28 S S UNIT WEIGHT, LBO. PER. Cu. PT. SPECIFIED STRENGTH 2400 psi' . FORM 4 jp ,1— J TestingEngineers—San DIO : 3467KurtzSt,P0 Box80985,SanDiego Ca 92138 (714)225-9641 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 _______________• REPORT OF COMPRESSION TESTS .. File #1579-2, Permit #78-4013 . :. •. DATE •• June 4, 1979 Plaza Camino Real Shopping Center Expansion . . June 22, 1979 ADDRESS 2550 El Camino Real, Carlsbad, California OWNER Plaza Camino Real ARCHITECT: Ronald T. Aday, Inc. ••. . .: . 0 REG. ,Wr. CONCRETE 0 CORES ENGINEER Winter-Shay Associates, S.E. 0 LIOHrWr CONCRETE MORTAR CONTRACTOR Olson Construction Company . : o GUNITE -• . 0 GROUT LADORATORY NUMBER . •. . . C34-1834 . .. . . . . . . . . . . . •, MARK ON SPECIMEN . PCR #126 A B • . .. . . C . .. . .. LOCATION IN STRUCTURE -. Wall on Line 3 between. "A." and "B" at 45'2" . . . . BRAND OF CEMENT USED BRAND AND TYPE OF ADMIXTURE .. Suconem SOURCE OF SAND . . . • . . . . 0 - . .- . . SOURCE OF Rock .. -. • .• MIX PROPORTIONS OR NUMBER •. .. . . . .. . . . . . . 0 j V VAL 1 1/4-1/2 '. . L .. cement, .3 sand, lime . . •• j SUPPLIER (CONCRETE) . . • - Job Mixed . . . 0 .. . . . .. TRUCK No. & TICKET No.CITY SLUMP OR KELLY BA"- .. . . . . . . OF .. - TEMPERATURE OF AIR . - r C141?I . . . . . •. . . . .• • . . . ....• . . Building Dep TEMPERATURE OF MIXTURE - . . .aI'tfllOflf SPECIMENS MADE By Testing Engineers-San Diego . . . . . . . . DATE MADE ........... . . May 24, 1979 DATE RECEIVED . • • . . . - •.. . . May 25, 1979:. . .. . . . . . . . . . 0 DATE TESTED....... .- May 31, 1979 .. June . 21, 1979. Stored & cured, . S AREA SQUARE INCHES 3 14 3.14 not tested ULTIMATE LOAD. LOS. •. - .... . 6720 . 10040 . : . . . . . • . • . : • CRUSHING STRENGTH LOS. PER. SQ. IN. -.2140 . . 3200 / . . . 0 • AGE TESTED, DAYS .. . - ••. . . . 7 . • S. 28 . . . . . . UNIT WEIGHT. LOS. PER. CU. FT. . . . . . . .. -. : •. . . . SPECIFIED STRENGTH . . . . . 0 1800 psi . . .'. . . .. . 0 FORM '18 JP rr I Testing. Engineers—San Diego 3467KurtzSt P0 Box 80985, San Diego Ca 92138 (714)225-9641 Uft J 1903 West Vista- Way, Unit B, Vista, California 92083-'(714) 758-3 730 FILE No. 572-2 . SUMMARY OF COMPRESSION TEST. RESULTS PAGE TWO Permit #78-6171,. P.O. #SP-105364 JOB The Broadway E \/ ix No 33267 SPEC 28 DAY STR 4000 Psi ADDRESS: .2559 El Camino Real , . ' . TYPE CEMENT . 6.8 ' 'scv SPEC. SLUMP .4 IN. Carlsbad, California JUN 221979 MIX. ''Pozz.344 and ?ffiAE10 ' AGO. SizE IN. CITY OF CAR LSE AORED CURED., NOT TESTED YEAR., 1979 . _ .Building Departmen._ULTIMATE COMPRESSIVE STRENGTH. PSI ' LAB NO. DATE .., . . OTHER I DATE CAST MO. DA. ' LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. AGE .1206 ' 4 /11 . 3rd floor, Line 8 to 9 from ' 5 ' .'3080. 4280". 60-day :*Disc. . 4 /20/79 !'E" to "F". , Broadway #65 4/27/79 . ' A-B-C. Made by TESD. , . .. ..... ,. . .. .. . . .. 5/4 /79 5/11/79 1.207 .4/11 3rd floor, Line "E" to "F" '. , 5½ .'3010j 4390 60-day *Disc. ' 5 /18/79 from 3 to 4.. Broadway #66 '- . .. . .. 5/25/79 A-B-C. Made, by TESD. 6/1/79 1209 4 /12 Pour strip, Line 1 from 5 2940 4140 60-day Disc 6/21/79 "C" to "D". Broadway #68 A-B-C Made by TESD 1213 4/13 3rd floor, 'Line "B" to "C" 4½ 2690 ' 4240 .60-day '*Disc. from 8 to 9. Broadway #72 A-B-C. Made by TESD. . . . . . . . f.1303 4 /18 3rd floor, Line "D" to "E" . 5 . '2760 20 60-day 4190.' ) from 1 to 2. . Broadway #76 A-B-C Made by TESD 1349 4/20 2nd floor slab at escalator. 5k 2230 4030 60-day *Disc. Broadway #80 A-B-C., Made by TESD. 1386. 4/25 ' 2nd floor slab atound Stair 4½' ' '3010 4490.. 60,-day *Disc. #2. Broadway #85 A-B-C. Made by TESD - / '1511 5/3 3rd 'floor slab around '" . 4½' :2690 ( 3890)' '. . . . . elevator. Broadway #93 A- B-C Made by TESD (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners - (1) Johnson and Nielsen Associates ". ' .' (1) E.W. Hahn, Inc. ' ' , . . ' . . TESTING ENGINEE . AN DIEGO (1) . E.W. Hahn, Inc., Attn: Les r .' , ' REVIEW (1' City of Carlsbad / ' . (1) Pre-Mixed Concrete Company.' __ (_( THC:kh ' , ' . . . ' ' . ':V ., T.H. Chapman, R.E. #12882 ' :' FORM I PAGE I JP 1 I .Testing Engineers—San Diego. •... . ,0,13467KurtzSt,PO Box80985 SanDiego Ca 92138 (714)225-9641 j 1903 West Vista Way, Unit B, Vista, California 92083(714) 758-3730 . .. LABORATORY NUMBER SD34-2099 INSPECTION REPORT DATE June 15 ) 1979 FILE: 572-2, Permit #78-6171, P.O. #SP105364 '' INSPECTION or Reinforced Masonry and Structural Steel Assembly JOB: . The Broadway . .' ' . . FABRICATOR OR ERECTOR: Pitnor and Zenor CONTRACTOR E .W Hahn, Inc ADDRESS 2559 El Camino Real, Carlsbad, California SHOP______ FIELD_XXX PLANT DATE .6 /6 /79 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR DATE 'REG. HRS. 0. T. HRS. RgINSP. HRS. INSPECTOR Reinforcing Steel: ASTM A615, Grade 40 and 60. Grout Mix: - PR-52 (7.0 sks., 2660 psi).: Mortar Type "S" (2400 psi) Reinforced Masonry: Inspected placing of reinforcing steel and building of east arch column and center arch column to Line "J" plus 1311 and arch columns on Line 1 from "H" to "J" plus 13, to bottom of top beam.' Witnessed placement;of approximately 9.0 cubic yards of grout in above areas. Cast three grout samples, marked Broadway #119 A-B-C. '• ' . Reinforced Masonry: Inspected placement of reinforcing steel 'and building, of arch top beam from'Stair #2 wall to Line "Hi" to soldier course., Cast ,three mortar samples, marked Broadway #120 A-B-C. Structural Steel Assembly Inspected fillet welding on three sides at connection on structural tube at east side of roof per Detail C/S-6. Bolts did not meet torque requirements.' Inspected repair of reinforcing steel bends that.did not meet bend requirements on above tube connection. Reinforced Masonry: Inspected placement of reinforcing steel' and building of soldier course on arch beam from Stair #2 wall to Line "Hl". This completes structural block walls.. Witnessed placement of approximately 27.0 cubic yards of grout in above 24",beam which did not top out. Cast three'grout samples, marked Broadway #121 A-B--C.' City Inspector will witnessed grout placement to top-but beam. ciTy JUN 81979 11dia9 DATE' REG. HRS. . . -. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 6/4 /79 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR J.M. Lee DATE 6/5 /79 REG. HRS. 8.0 0. T;HRS. REINSP. HRS. INSPECTOR (1) Broadway Department Stores, Attn: Kelly. Towner . REPORTED TO: (1) •Associated Architects 'and Planners . (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc.; . (1) E.W. Hahn, Inc-. Attn: LesFarra . TESTING E ity of Carlsbad ?' REVI ED C_ - .THC:kh :. . T. If. Cha - SAN. DIEGO anj R.E. #12882 . FORM 16 JP Testing Engineers—San Diego.. H. 3467 Kurtz St,PO Box 86985, San Diego, Ca 92138 (714)2257 9641 1 1 1.903 West Vista Way Unit B Vista California 92083 (714) 758-3730 FILE No. 5.72-2 SUMMARY OF COMPRESSION TEST RESULTS . PAGE FOUR Permit #78-61713, P.O. #SP-105364 . .. . •. . . . . - JOB: The Broadway , :.. .. . Mix . PR.-52 GROUT SPEC. ;28-DAY STR. 2660 Ps, ADDRESS 2559 El Camino Real TYPE R11 CEMENT _7_0 Scv SPEC SLUMP 9711 IN Carlsbad, California. . . . . . . . •. . . . . .. . . Pozz.,' 344 and Sika 3/8 .. . ;.. . . . . . . . . ., . . . •. ADMIX. A. . SIZ97 IN. *STORED & CURED. NOT TESTED' . . .. YEAR: •.' 1979 . . . , . ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE . . . OTHER .' DATE C34 MO. DA ' LOCATION IN STRUCTURE . SLUMP 7-DAY 28-DAY .IN. TEST RESULTS MAILED AGE 1470 5/1 Parapet wall, Line "A" from --- 1820 3280 60-day *Disc. 5/11/79 : •,. ' 6 to 7. •Broadway #90 A-B- . •, •, : :. . ' . 5/18/79 C Made by TESD 5/25/79 . . . . . . .; ••• •• :: •.•• : . . ., ... . . 6/1/79 1510 5/2., 'Parapet wall, Line' 1 from. .--- - 2350 '.3330 .60-day *Disc. 6/8/79 "D" to "G". Broadway #92 . . •- •. , . : . 6/15/79 A-B-C Made by TESD 1513 . '. 5/4 2nd lift, arches on Line 1 '. ---.. 2080 3760 60-day *Disc,,. at Entry A. -Broadway #95 . ' : ' •' .. . . . . A-B-C. . Made by TESD. . .•. 0 . •• ' . '. .. . . 1571 5/7 Cölumii at Line 1 at "", . --. 1930 • 2780 60-day *Disc. 2' to below top beam. S , • . . . .. . . Broadway #98 A-B-C Made by TESD 1625 .5/9 '.. '3rd floor,.Lin "K" at 6. . __•, .1760 2670 '60-day *Disc. - Broadway #100 A-B-C. Made ' . .. . .. , . .5. . . ... . . by TESD 1630. 5/10 Beam 1A to stair wall, 5' . ,--- ' 190 3190.: 60-day *Disc.'-. -. belbw.t'op. . Broadway #101 . ' . .- . . . • . S. A-B-C Made by TESD .1633 5/11 . Arch wall, Line IA to stair- . ---' . .1950. 3290 60-day *Disc. . . . S wall, top of wall. . Broad- . • .1 : . •' . . . . . .. , way #105 A-B-C Made by TESD 1680 5/14..3rd floor, Line 5 at "K", --- 1970 2900 60-day 'Disc .4th lift. • Broadway #106 A- .. .. . .. . . . . - . B-C. Made by TESD. . . . . ... , •. , : :' . '• . (1) .Broadway Department Stores, Attn: Kelly Towner • ., . . . . , (1) Associated Archit.ects and Planners . . • . . .. . . . . . . ..'. - (1) Johnson and Nielsen -Associates .. . . . . . . -. (1) E.W. Hahn, Inc.. . ..• , 0 • . . ;RviEW ESTING ENGIN RS. SAN. DIEGO . (l) E.W. Hahn, Inc., Attn: Les Farra . . S . S EED htity of Carlsbad Ar / THC kh 'H Chapnan, R E #12882 FORM $8 JP 1 Testing Engineers—San Diego 3467KurtzSt, PO. Box 80985, San Diego Ca 92138 (714)225-9641 1903 We.stVistaWày, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE THREE Permit #78-6171, P.O. #SP-105364 . . . JOB The Broadway Mix No 33-267 SPEC 28 DAY STR 4000 ADDRESS: :2559 El Camino Real TYPE CEMENT 6.8 Sc SPEC. SLUMP _4 i N. Carlsbad, California . • . : •. ,0 ADMIX Pozz 344 and MBAE 10 AGG SIz1IN YEAR: 1979 STORED & CURES. NOT TESTED .. ULTIMATE COMPRESSIVE STRENGTH.PSI OTHER DATE LAB NO. DATE 0 C34 CAST MO. DA. LOCATION IN STRUCTURE .. SLUMP 7.DA'( 28-DAY TEST RESULTS IN. MAILED AGE i. 1631 5/11 Stair #1 slab, 2nd floor. 3½ 2970 4170 60-day *Disc.,5/18/79 Broadway #103 A-B-C. Made . ••• . . :. 5/25/79 by TESD 6/8/79 1733 5/18 3rd floor pour strip, Line 5½ 3250 4350 60-day *Disc 2 from "J" to "K" Broadway #109 A-B-C Made by TESD A 00 • (1) Broadway Department Stores, Attn: Kelly Towner • : H . • (1) Associated Architects and Planners (1) Johnson and Nielsen Associates • •0 •• •• . •: • : '' : • (1) E.W. Hahn, Inc. . • 0 TESTING E IN N DIEGO • (1) -W Hahn, Inc., Attn:Les Farra R • ka*T of Carlsbad • : • 0 J . : i/_" _'X/1_.-.. (1).. Pre-Nixed Concrete.Coripany 0 0 • 0 • •0 •• ;•• •. • : • T.H. Chapn, R. E.' #12882 0 THC kh FORM 10 JP _____ • Testing Engineers. San DiegO: . . .. . 3467KurtzSt,PO Box 80985, San Diego, Ca 92138 (714)225-9641 r 1. 1903 West Vista Way, Unit B, Vista, -California 92083 (714).7583730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE FIVE Permit #78-61.71, P.O. #SP-105364 . . . . JoB: The Broadway . . . Mix No. PR-52 GROUT SPEC. 28-DAYSTR. 2660 _Psi ADDRESS: 2559 El. Camino Real •. . TYPE R11 CEMENT . 7.0 .scy SPEC. SLUMP 911 IN. Carlsbad, California .. . . . . . . . . . . . . . . ADMIX Pozz__344 and Sika AGG SIZE 3 /8 IN .STORED & CURED. NOT TESTED . .- . . YEAR: ... 1979 . .. . . ... . . ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE . . .OTHER DATE C34 •• MCAST ODA LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED AGE 1823 . 5/23 1st lift of .2411 beam from .--- 1850 : •• . 6/1/79 stair to corner column. . . . •- . . . .. .. 6/8/79 - : Broadway #111 A-B-C. Made. ..: . . by TESD 6/15/79 . ... •: •. . ••••• . 1825 5/24 Bottom arch beam, Line 1 at --- 1970 2nd lift. Broadway . . ...... . . . . . . .. #113 A-B-C. Made by. TESD.: . . . • .. 1919 5/30 1st lift, arch columns --- 2220 above bottom beam, Line "J11 : ••. .. . •. . . . . . . plus 13. Broadway 115 A- . . . . . . B-C. -Made by TESD 1921 5/31 Arch column at Line 1 at 1490 . ... . . . "Ht1, 2nd lift above beam.. . . . .. . . . . . . . Broadway #117 A-B-C Made by TESD 2013 6/1 .East arch columns and center --- . 1950 .. . .. . .. . arch column to J" plus 13,; . . ..:' . 2nd lift. Broadway #118 A- . . . . . B-C Made by TESD 2014 6/4 . Column at Line 1 at "H", 2' . 2300 . . . ... below top of beam Broadway #119 A-B-C Made by TESD 2016 6/6 Top arch beam, Line 1 at --- 1980 "H". Broadway #121 A-B-C. - :.. . ... . . . .-. Made by TESD. . . .. .. . . .. . . .• (1) . Broadway Department Stores, Attn: Kelly Towner . . .. . . . . . .: (1) Associated Architects and Planners .. . . . .. . . . Johnson and Nielsen Associates (1) . E.W. Hahn, Inc. . . . . . . . .. TESTINkENGINEER SAN DIEGO .: (1) E.W. Hahn, Inc., Attn.: Les Farra - . . ., . REVIEWE ... City of Carlsbad .. . . .. . . . 6, THC kh T_I '__Chapman/R.E. #12882 FORM 16 .IP j Testing Engineers—San Diego 11% 3467KurtzSt P0 Box80985 San Diego Ca 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714)758-3730 . FILE' NO. 5722 .. SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #78-6171, P.O. #SPH105364.. H . . . .... JOB The Broadway Mix No.332661, W PUMP SPEC 28 DAY STR 3000 Psi ADDRESS: .2559 El Camino Real •. . TYPE CEMENT. 5.8 SY SPEC. SLUMP 4 IN. Carlsbad California ... . . . .. . : . Rocklite . ADMIX Pozz 344 & AGG SIZE IN. YEAR: 1979 . . STORED & CURED NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI .. . OTHER DATE .. . . LAB NO. DATE . . . . ... .. C34 CAST . LOCATION IN STRUCTURE . SLUMP 7-DAY 28 DAY . TEST RESULTS IN. MAILED -. - . . AGE 1468 5/1. Penthouse slab. Broadway: 4: . .1.980-3710. O-day *Disc. 5 /11/79 #88.A-B- C Made by TESD 5/25/79 6 /1/79 1734 5 /18 Equipment curbs on roof 5 1840 4390 60-day Disc Broadway #110 A-B-C Made by TESD 6. (1) Broadway Department Stores, Attn: Kelly Towner . .. ; .. . . . . . (1) - Associated Architects & Planners . ... . . ,... . . . . (1) Johnson and Nielsen Associates .. . . (1) E.W. . Hahn,. Inc. TESTING ENGI EERI AN DIEGO (1) E.W. Hahn, Inc., Attn: Les Farra :. :- REVIEWED BY -63-ty of Carlsbad (1) Pre-Mixed Concrete Company _____ THC kh T H Chapmad R.E.#12882 . FORM 16 JP Testing Engineers—San Diego '. .. . /7 101 3467KurtzSt P0 Box 80985, San Diego Ca 92138 (714)225-9641 If 1 1903 West Vista Way, Unit B, Vista, California. 92083 (714)758-3730 FILE NO. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #78-6171, P.O. #?P-105364 JOB The Broadway Mix No PR-903M GROUT SPEC 28 DAY STR 2660' Psi ADDRESS 2559 El Camino Real TYPE _CEMENT_70 SCY SPEC SLUMP 9-11 IN . Carlsbad, California S S • ADMIX Pozz. 344 & Suconem AGG si8 IN - * STORED & CURED. NOT TESTED . YEAR'-- 1979 . . . ' . . ULTIMATE COMPRESSIVE STRENGTH. PSI DATE - LAB NO. DATE - OTHER C34 CAST LOCATION IN STRUCTURE SLUMP 7-DAY. 28-DAY TEST RESULTS MAILED M • . O. DA. . . . IN. . AGE : 660 - 2/27 Line "Cf' from 8 to 10, 2nd : 2210. 3340. 60-day *Djsc. .3/8/79. lift. Broadway #19 A-B-C. . ', • •. .. - . . 3/30/79 . . .. . .. . Made -by'TESD. - . . . •. : '' .. . . :. .5/25/79 6/15/79-- 1682 5/15 -Parapet wall, Line "K" at. --- 1750. 3020 60-day *Disc. 2. Broadway #108 A-B-C. .. : , " _;. . •' -: Made by TESD (1) Broadway Department Stores, Attn:..Kelly Townér (1) Associated Architects.and 'Planners • . • ..' •: , • -. (1) Johnson and Nielsen Associates (1) .'E. W. Hahn, Inc. - . - -. .. 5 •• TESTING ENGINEER • AN DIEGO ityL es ED :Carlsbad REEW THC:kh - . . - • ' - • T.H! Chapman, /R.E. #12882 . FORM tO JP Testing Engineers—San Diego' 3467KurtzSt P0 'Box 80985, San Diego, Ca 92.138 (714)225-9641 1 J 1903 West Vista Way, Unit B, Vista California 92083 (714) 758-3730 FILE No.- 5722 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO - Permit #78-6171, P.O.#SP-105364 : JOB The Broadway. Mix No PR52 GROUT SPEC 28 DAY STR 2660 PsI ADDRESS Camino El Caino Real TYPE__Ru_CEMENT 7.0 Scv SPEC SLUMP 9-li IN Carlsbad, California ADMIX Pozz 344 and Sika AGG SIZE 3/8 IN . '. . 0 . . . . STORED & CURED. NOT TESTED . 1979 . . . ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE . OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED MO. OA. . IN. . AGE . 982 3/23. Top of wall, Detail 4/S-1. •--- 1560 3420 60-day '*Disc. 3/30/79 Broadway #44 A-B-C. "Made . . ': .. 4/6/79 by TESD 4/13/79 4/20/79 .1016 3/26 2nd lift, 2nd floor, Line ---... 1510:.3380 60-day *Disc. .4/27/79 . '• ' 10 at "G". Broadway #48 '. ,• S , .' '. 5/4/79 A-B-C Made by TESD 5/11/79 1040 3/30 1st lift, Line "A" from' "C" •--- 1450 3160, 60-day. Disc. '. 6/15/79 to "A". Broadway #50 A-B- . ' , ' C. ,Made by TESD. 1109 4/4 . Line 1 from "C" to "H't, --.. 1890 .'3390 60-day Disc. 2nd lift Broadway #54 A-B-C Made by TESD 1112 4 /5 Line 2 from "J" to "K" to --- 1930 3490 60-day *Disc 2nd floor.'Broadway #58 A- B-C.' Made by TESD. 1205 4 /10. 4th lift, 2nd floor wails, . '.'---, ' ' 2320 3600,y' 60-day , *Disc. ' Line 8 from "B'1 to "C". Broadway #64 A-B-C Made by TESD 1208 4 /11 3rd lift on 2nd floor, --- 1550 2590 60-day (100 Stair #1 wall Broadway #67 A-B-C. Made by TESD 1210 . 4/12 '2nd floor, Line 1 from "D" ' ' 2010 398,0 , 0-day to "E". Broadway #70 A-B- ' ' . . - C Made byTESD ju (1) Broadway Department Stores, Attn: Kelly Towner,. : . ,.0 Ty_OF'C ' CA (1) Associated Architects and Planners . . S . • • . ' ' (1) ' Johnson and Nielsen Associates ' ' .• . •• , •. 1 6uj' di Al'. Depart, (1) E.W. Hahn, Inc. , . , ' ' . TESTING ENGINEER AN DIEGO (1) E.W. Hahn 'Inc.', Attn: Les. Farra ' ' ,. , REVIEWED BY_/ 5 '. City of Carlsbad - THC kh T_I!_Chapm,R.E. #12882 - .' '.- .------.-.-.'--- "•• j -5-- - FORM 4. JP- Testing Engineers—San Diego '• :': 3467KurtzSt,P0 Box 80985, San Diego, Ca 92138 (714)225-9641 r j 1903 West Vista Way, Unit B Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS .-- -File #572-21% Permit #78-6171, P.O. #SP-105364 '. •:' June 123, 1979 JOB: " The Broadway ADDRESS: '2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores 'ARCHITECT: Associated Architects and Planners - 5 -o REG.' Wr. CONCRETE 0 CORES ENGINEER: Johnson and Nielsen Associates , -: o LIGHT WT. CONCRETE X)JN MORTAR CONTRACTOR E .W. Hahn, Inc. S ' o- GUNITE o GROUT LADORATORY NUMBER C34-2015 MARK ON SPECIMEN ' - •.' Broadway #120 4 B S C .' ..LOCATION IN STRUCTURE : . .Top. arch beam from Stairwall #2 to Line 1' at "H" BRAND OF CEMENT USED . . . Riverside, Type II BRAND AND TYPE OF ADMIXTURE Lime 'SOURCE OF SAND .' '. . SOURCE OF ROCK Sorrento Sand Company fl MIX PROPORTIONS OR NUMBER . ' 1 cement, 3 sand, 1/4 lime Job Mixed '. SUPPLIER (CONCRETE). .. - . ' ' 5 ' 19 TRUCK No. & TICKET No. . .' - . 5 ' ' ,, 5 , I Qc- S 5 SLUMP OR KELLY BALI.. s'1,,, " TEMPERATURE OF AIR F 'CIt/p ' ' ' , S S S 5 5 - .5 . A '. TEMPERATURE OF MIXTURE . 5 5 S ., S ' , " ,' " '. me , SPECIMENS MADE By - . . S ' Testing Engineers-San Diego . '. S ' S 17 t DATE MADE, ....... - June 5, 1979 DATE RECEIVED .. - . . June 6, 1979 , .• , , .. ' '' S ' 12, 1979 AREA; SQUARE INCHES . , . . ' 3.14 DATE TESTED . . . .... June ULTIMATE LOAD. LBS . . '. 6830 CRUSHING STRENGTH LBS. PER. SQ. IN. ' ' -. 2180 AGE TESTED. DAYS . . . S , - '' ' -- 7 UNIT WEIGHT. LBS. PER. CU. FT. SPECIFIED STRENGTH . -. S-S - - .5 . 2400 psi REPORTED To CLIENT (1) Broadway Department Stores, Attn: Kelly Towner - - . (1) Associated Architects and Planners - -- - ' (1) -Johnson and Nielsen Associates (1) E W Hahn, Inc - ' (1). E.W.-Hahn'- Inc., Attn:'Les Earra City of Carlsbad S ' , TESTING ENGINEERS - S FI DIEGO REVIEWED BY -- -,THC:kh - -' '. S - - ' - " ' T. H.. thapman., R. #12882 FORM 4 JP Testing Engineers—San Diego I •. 1 3467KurtzSt P0 Box 80985 San Diego Ca 92138 (714)225-9641 r j 1903 West Vista Way, Unit B, Vista, California 92083 (714) 75873730 REPORT OF COMPRESSION TESTS .File 4572-2, Permit #78-6171, P.O. #SP-105364 . .. DATE May 22, 1979 .' Joe The Broadway June 11, 1979 AooRss: 2559 El Camino Real, Carlsbad, California . .. . ... OWNER Broadway Department Stores ARCHITECT Associated Architects and Planners 0 REG. WT CONCRETE 0 CORES. ENGINEER: Johnson and Nielsen Associates . ... 0 LIGHT WT. CONCRETE MORTAR CONTRACTOR E.W. Hahn, Inc. o GUNITE 0 GROUT -' LAcORATORY NUMBER C34-1681 .• .i .., MARK ON SPECIMEN . . Broadway #107 A . B ,. : LOCATION IN STRUCTURE Parapet wall, Line "Ku at .4 •. . . BRAND OF CEMENT USED - * Riverside, Type BRAND AND TYPE OF AOMIXTURE SLime - .. -- •- . . SOURCE OF SAND Sorrento Sand Company II SOURCE OF ROCK MIX PROPORTIONS OR NUMBER 1 cement,-.3 sand, 1/4 lime SUPPLIER (CONCRETE) - - Job Mixed TRUCK No. a TICKET No., /IRLSA .5 SLUMP OR KELLY BALL. . . -. -- . . .. TEMPERATURE OF AIR F TEMPERATURE OF MIXTURE SPECIMENS MADE BY .' . . Testing Engineers-San Diego. -. . . . -.• . 14, 1979. . . . ... . ... DATE RECEIVED . - - . -. . May 16,-1979 . . .. . .- DATE TESTED .. - - . • May 21, 1979 June 11, 1979 . Stored & cured,. DATE MADE .............May AREA SQUARE INCHES 3.14' 3.14 not tested ..ULTIMATE LOAD. Les. . -. . . 10980 . 12600- . . . - : . .5. CRUSHING STRENGTH LBS PER SO. IN.3500 4010 AGE TESTED. DAVe . - . . . 7 - . . - 28 - . . . . . UNIT WEIGHT, LBS. PER. J rr SPECIFIED STRENGTH ........ . :. 2400 psi -. . . . S . S FORM 16 JP r Testing Engineers San Diego 3467KurtzSt,PO Box80985 San Diego Ca 92138 (714)225-9641 J'1903 West Vista Way, Unit B, Vista, California 92083: (714)758-3730 FILENO. 572-2 SUMo R OF COMPRESSION TEST RESULTS PAGE ONE Permit #78-6171, P.O. #SP105364 . .. JOB: The Broadway .. / No. 33-267 SPE. 28-DAY STR. 4000 PSI. ADDRESS 2559 El Camino R/7, 4'2J/9 TypO_CEMENT_6.8 ScY SPEC SLUMP _____IN Carlsbad Ca1iforni' I Qr. 79 . . . ai,/' ADMIX Pozz 344 and MBAE 10 AGG SIZE 1 IN Dep • . 4SP?RED&CURED.NOTTESTED YEAR: •. . . '11 ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE . - OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7. DAY 28.DAY TEST RESULTS MAILED .-- MO. DA. IN. AGE 722 3/5 2nd floor, Line "C" to "H" 4½ 2480 3960 60-day 4550 3/16/79 . from 6 plus 12' to 10. Broad f . •• . •• . . . 3/23/79 way #24 A-B-C. Made by TESD. . '' . . .. S. . 4/6/79 . . . . . . . . . . ••. •• 4/13/79 741 3/6 2nd floor slab, Line "C" to 5½ 2670 4100 60-day *Disc.5/4/79 "D" on Line 6. . Broadway 6/8/79 #26 A-B-C Made by TESD 858 3/8 2nd floor, Line 5 to 6 from 5½ 2790 4440 60-day *Disc "J" to "H". Broadway '#30 A-B-C Made by TESD 862 3/12 2nd floor slab, Line "J" 5½ 2740 4330 60-day *Disc at 5, 4th pour. , Broadway #34 A-B-C Made by TESD 1108 4/4 2nd floor, cast-in-place 4 2440 3500 60-day 3860 . slab around Stair IN. •..' . ' . Broadway #53 A-B-C. Made ' •. . '' . : • • ., by TESD. 1118 4/6 •' '3rd floor topping slab,. Line 5½ . ' '2550 420 607day *Disc. "H" to "J" from 4 to 5. Broadway #59 A-B-C Made by TESD. 1120 • 4/6. Cast-in-place 'beam, Line 9 4½ 2370 '3890 60-day' 4070 • ' at "G". 'Broadway #60 A-B- • , , ' . ' •• C Made by TESD (l) Broadway Department Stores, Attn: Kelly Towner : • . . • ' (1) Associated Architects and Planners (1) Johnson and Nielsen Associates ' ' •• ' ' . .,/_7 (1) E.W. Hahn, Inc. ' ' • . '• TESTING ENGNEE S.-SAN DIEGO (1) E.W. Hahn, Inc., Attn: Les Frra ' •REVIEWED -City of Carlsbad (i) Pre-Mixed .Concrete Company ___________ - • • . ' .' ' , T.H. Chapman,R.E. #12882, -T FtC ku .- -... ' ' •' ' . FORM tO JP I Testing Engineers—San Diego. . . IS 3467KurtzSt,P0 Box 80985, San Diego Ca 92138 (714)225-9641 L J 1903 West Vista Way, Unit B Vista, California 92083 (714) 758-3730- FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGT Permit #78-6171, P.O. #SP-105364 JOB The Broadway Mix No 33267 SPEC 28 DAY STIR. 4000 Psi ADDRESS 2559 El Camino Real TYPE ______CEMENT 6.8 Scv SPEC SLUMP 4 IN. Carlsbad, California ADMIX Pozz _344 and MBAE 10 AGG SIZE IN -STORED & CURED. NOT TESTED . YEAR: 1979 . ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB NO. DATE -_OT ER CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28.DAY TEST RESULTS MAILED C.j-r MO. DA. . IN. ACE 1631 5/11 Stair #1 slab, 2Pd floor. 3½ •970 4170 60-day *Disc. 5/18/79. Broadway #103 A-B-C. Made .. .. .. .5/25/79 by TESD 6/8/79 1733 5/18 3rd floor pour strip, Line 5½ 3250 2-from "J" to "K" Broadway #109 A-B-C Made by TESD JUN CITy .1 1979 Bu/fin CARLsa4 (1) Broadway Department Stores, Attn: Kelly.Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) . E.W. Hahn, Inc. . . . . . . . TESTING E I N DIEGO . . (1) E.W. Hahn, Inc., Attn.: Les Farra . R ED . -r)—City"bf Carlsbad 17. (l)Pre-Mixed Concrete Company T.H. Chapn, R.E. #12882. THC kh FORM 4 JP ti -J Testing Engineers—San Diego +4 3467KurtzSt P0 Box 80986, 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#572-2, Permit #78-6171, P.O. #SP-105364 1.DATE May 18, 1979 . JOB The Broadway June 831 1979 ADDRESS, 2559 El Camino Real, Carlsbad, California . ... . .. . . .. OWNER: -Broadway Department Stores ARCHITECT: Associated Architects and Planners 0 RIG. WT. CONCRETE 0 CORES ENGINEER: Johnson and Nielsen Associates . ... . . . . . 0 LIGHT WT. CONCRETE XZX MORTAR CONTRACTOR: E.W. Hahn, Inc.. . . . . 0 GUNITE . 0 GROUT LAOORATORY NUMBER '. : C34-1632 . . . . . MARK ON SPECIMEN .. . . . Broadway #104 A B .• C LOCATION IN STRUCTURE . . Third floor, 4th lift, Line "IC" at 4 . . BRAND OF CEMENT USED . . . Riverside, Type II BRAND AND TYPE OF ADMIXTURE - Lime . .. . SOURCE OF SAND . . .. . - . Sorrento Sand Company .. . . . ... . . ..., . 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 .. . . - . . ., .. . . . . . . •0 TEMPERATURE OF AIR . . .. . ... -. . . . .. ...0 TEMPERATURE OF MIXTURE . OF SPECIMENS MADE BY - . . . Testing Engineers-San Diego . .. . DATE MADE - ... . . - . .. . :. May 11, 1979 . ... . . . .• •0 DATE RECEIVED ......... . May 16, 1979 .. . . DATE TESTED ............. May 18, 1979 0 June 8, 1979 . Stored& cured,. AREA. SQUARE INCHES .. •. .. 3.14 . . . 3.14 not tested 0 ULTIMATE LOAD. LBS. - . . . . 7890 12460 . . . CRUSHING STRENGTH LBS. PER. SO. IN. . . 2510 . . ..3970.--.. . . . •0 AGE TESTED. DAYS . ... . . .. .. 7 . 28 . . 0• UNIT WEIGHT. LBS. PER. CU. FT. . . . . . . 0• 0 SPECIFIED STRENGTH . .. . . . . . 2400 psi .. REPORTED TO: CLIENT .:. (1) Broadway Department Stores, Attn: Kelly.Towner . . . . . .. . - (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. . . -. .... . . . .. -... (1) E.W. Hahn, Inc. Attn: Les Farra city of Carlsbad . . . TESTING ENGINEER - SAN DIEGO RED BY - 0• : . 0, // / t ( f'7 - THC kh T H Chapmar, ROE. #12882 FORM le JP Testing Engineers—San Diego . . .• 110 3467KurtzSt P.O.Box80985 SanDiego Ca 92138 (714)225-9641 j 1903 West Vista Way, Unit B, Vista, California 92083 (714)758-3730 . FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE FIVE Permit #78-6171, P.O. #SP-105364 ., . . JOB The Broadway . Mix No "52 GROUT SPEC 28 DAY STR 2660 Psi ADDRESS 2559 El Camino Real TYPE R11 CEMENT 7.0 SCY SPEC SLUMP 911 IN Carlsbad, California . . . . -.. ADMIX Pozz_344 and Sika AGG SIzE_3/8_IN STORED & CURED. NOT TESTED YEAR. 1979 . . .. ... . ..ULTIMATE COMPRESSIVE STRENGTH. PSI ..... LAB NO. 'DATE '• OTHER DATE C34 M CAST O. DA. LOCATION IN STRUCTURE SLUMP 7.DAY 28.DAY RESULTS MAILED 1823 5/23 1st lift of 24" beam from --- 1850 .. . . . . .. 6/1/79 stair to corner column.. .•. . .•• . . . . . 6/8/79 Broadway #111 A-B-C Made by TESD 1825 5/24 Bottom arch beam, Line 1 at --- 1970 "J", 2nd lift. Broadway .• . . .• . • #113 A-B-C Made by TESD 1919 5/30 1st lift, arch columns --- 2220 above bottom beam, Line plus 13. Broadway #115 A- . . . . .• . B-C Made by TESD 1921 5/31 . Arch column at Line 1 at ---. 1490 •.. . . . "H" 2nd lift above beam Broadway #117 A-B-C Made by TESD - 2013 6/1 East arch columns and center --- 1950 arch column to "J" plus 13, 2nd lift. Broadway #118 A- B-C Made by TESD (1) Broadway Department Stores, Attn: Kelly Towner . . •. . . (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. • : • TESTING ENGINEE .SAN DIEGO (1) E.W. Hahn, Inc., Attn: Les Farra . . REVIEWED B. City .0 f Carlsbad . • • ..• • _ •__• ___• •• THC kh T Chapman, R.E #12882 . FORM 4 jp ía- I Testing Engineers San Diego 3467KOrtz SV, P0 Box80985 San Diego Ca 92138 (714)225-9641 r- 1 1903 West Vista Way Unit B, Vista California 92083.,(7 . 14) 758-3730 REPORT OF COMPRESSION TESTS File #572-2, Permit '#78-6171, P.O. #SP-105364 . . DATE June. 8, 1979 JOB The Broadway. ADDRESS: 2559 El Camino Real, Carlsbad, California OWNER:- Broadway Department Stores .., •. . . .. .• ARCHITECT: Associated Architects and Planners . . O REG. WT. CONCRETE 0 CORES ENGINEER Johnson and Nielsen Associates 0 LIGHT WT. CONCRETE XX3 MORTAR CONTRACTOR:'E.W. Hahn, Inc'.. . : . . . . 0 GUNITE . 0 GROUT LABORATORY NUMBER : C34-1920. . .. . . ... . MARK ON SPECIMEN . . . Broadway #116A . B . . C LOCATION IN STRUCTURE Arch column, Line "J" plus 13,2nd lift above beam BRAND OF CEMENT USED . Riverside .. . ......= . . . : . BRAND AND TYPE or ADMIXTURE Lime SOURCE OF SAND . - • • : Sorrento Sand Company. . .. . . . . ;. .. S. 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 .0p . . . . .. . . . . . . . . . .. . .. . TEMPERATURE OF MIXTURE SPECIMENS MACE BY -. . Testing Engineers-San Diego DATE MADE May 31, 1979 DATE RECEIVED - . -. • . June 1, 1979 . . . . .. . .. DATE TESTED June 7, 1979 AREA SQUARE INCHES 3.14 ULTIMATE LOAD LBS 9200 CRUSHING STRENGTH LBS PER SQ. IN 2930 AGE TESTED. DAYS - .-.. .. .. 7. . .. . S . . . . . . . . .. . .' UNIT WEIGHT LBS PER CU T SPECIFIED STRENGTH - . . .. . .. . . . . . .' 2400 psi FORM 18 JP Testing Engineers—San Diego •' '. ' .,' Is 3467KurtzSt,P0 Box80985 San Diego Ca 92138 (714)225-9641 r j 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 FILE NO. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE FOUR Permit #78-6171, P.O. #SP-105364 . .. JOB:' The Broadway Mix No PR-52 GROUT SPEC 28 DAY STR 2660 Psi ADDRESS:' 2559 El Camino Real TYPE R11 CEMENT 7.0 SCY SPEC SLUMP 9 -11 IN. Carlsbad California Pozz. 344 and Sika 3 /8 ADMIX AGG SIZE IN STORED CURED, NOT TESTED 1919 YEAR: . - . . ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. - DATE OTHER DATE C34 M CAST ODA LOCATION IN STRUCTURE . SLUMP 7-DAY 28-DAY RESULTS MAILED IN. AGE 1470- 5/1 ' Parapet wall, Line "A" from --- 1820,-:3280 60-day *Disc. 5/11/79 '6-to 7.- Broadway #90 A-B- ..., .. . .. .5/18/79 C Made by TESD 5/25/79 6/1/79 1510 5/2 .Parapet wall, Line 1 from ' . 2350. 3330 60-day *Disc. 6/8/79 "D" to "G" Broadway #92 A-B-C Made by TESD 1513 . 5/4 ?nd lift, arches on Line 1 ' ---. 2080 . 3760 60-day *Disc. . .,at Entry R. Broadway #95 A-B-C Made by TESD 1571 s/7 . . . Column at Line 1 .at "C --- ' 1930 2780 60-day *Disc. 2' to below top'beam. . . . . . -. . . . Broadway #98 A-B-C Made by TESD 1625 5/9 3rd floor, Line "I(" at 6 --- 1760 2670 60-day Disc Broadway #100 A-B-C Made by TESD 1630 5/10 Beam lA to stair wall, 5' -- 1930 3190 60-day. *Disc. below top Broadway #101 A-B-C Made by TESD 1633 ' 5/11 Arch wall, Line lA to stair- - ,--- ' - 1950 3290 60-day *Disc. - wall, top of wall. Broad- way #105 A-B-C Made by TESD 1680 5/14 3rd floor, Line 5 at 1970- 4th lift. - Broadway #106 A- B-C Made by TESD (1) Broadway Department Stores', Attn: Kelly Towner '- (1) Associated Architects and Planners (1) Johnson and Nielsen Associates '(1) E.W. Hahn, Inc. ., - , ' - : ' . ' TESTING ENGIN RS, SAN DIEGO (1) E W Hahn, Inc., Attn:Les Farra REVIEWEDB4' City of CLrlsbad J / THC kh 11.H_Chapian,R_E _#12882 'FORM 4 JP r--ig Testing Engineers—San Diego 3467KurtzSt 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 #572-2, Permit #78-6171, P.O. #SP-105364 S DATE May 18, 1979 JOB: . : The Broadway : . June 6, 1979 ADDRESS: 2559 El Camino Real, Carlsbad, California . ' . . . •. ': OWNER Broadway Department Stores ARCHITECT: , Associated Architects and Planners '. .0 REG. WY. 'CONCRETE 0 CoRes ENGINEER: Johnson and Nielsen Associates. ' 0 LIGHT WY. CONCRETE MORTAR .CONTRACTOR: E.W. Hahn, Inc. o GuNIrE ' GROUT LADORATORY NUMBER , . , C34-1624 ' . •. . MARK ON SPECIMEN ' ' Broadway #99 A ' B. ' " . , ' . C LOCATION IN STRUCTURE ' , 1st lift,' Line "K" at ., third floor BRAND OF CEMENT USED . . Riverside, Type II BRAND AND TYPE OF ADMIXTURE . . Lime SOURCE 'OF SAND. ' . . . . :. Sorrento Sand Company' MIX' PROPORTIONS OR NUMBER . . SOURCE OF ROCK 1 cement, 3 sand, 1/4 lime. ' ' ' .j- SUPPLIER (CONCRETE) . . . . Job Mixed TRUCK No & TICKET No '> 0 SLUMP OR KELLY BALL . ' . . TEMPERATURE OF AIR . . - 'F 5. ' .''' " ,,,. , % TEMPERATURE OF MIXTURE SPEcIlENs MADE BY . -. . ' Testing Engineers-San Diego' DATE MADE ' ......'. May 91% 1979 DATE RECEIVED .......' . May 11, 1979 DATE TESTED ......... ' . . May 165% 1979 'June 6, 1979 AREA. 'SQUARE INCHES ' - :. . ' 3.14' , 3.14 ULTIMATE LOAD. Les. . . . '. 4930 , ' 6440 CRUSHING STRENGTH LBS. PER. SQ. IN. ' , 1570 -. ' 2050 AGE TESTED. DAYS . . . . . 7 , 28 UNIT WEIGHT LBS PER CU FT SPECIFIED STRENGTH , . ''. . . ' ' 2400 psi REPORTED To CLIENT, (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. (1) . E.W. Hahn, Inc., Attn: Les Farra. City of Carlsbad , OP ' . ', ' , ' TESTING ENGINEE - SAN DIEGO. REVIEWED BY. THC:kh - .: ' . ' , ' ' ', ' '. ' T.H. Chapm1 , R.E. #12882 FORM PAGE JP Testing Engineers—San Diego .. - .• . - 3467KurtzSt, P.O.B6x80985 San Diego, Ca 92138 (714)22579641 .1903 West Vista WaUnitB, Vista, California 92083. (714) 758-3730 LABORATORY NUMBER SD34-1989 . INSPECTION REPORT . DATE June 6, 1979 FILE: 572-2, Permit #78-6171, P.O. #SP-105364 . INSPECTION OF Reinforced Masonry and Structural Steel Assembly JOB:. The Broadway . . . . .- FABRICATOR OR ERECTOR: . Pitner' and Zenor CONTRACTOR E W Hahn, Inc ADDRESS: 2559 El Camino Real, Carlsbad, California . . SHOP______FIELD XXX PLANT______ DATE Reinforcing Steel: ASTN A615, Grade 40 and 60. . .. ., REG HRS. Grout Mix PR-52 (7 .0, sks , 2660 psi) o T HRS. Mortar Type "S" (2400 psi) REINSP HRS. INSPECTOR Reinforced Masonry: Inspected placement of reinforcing steel and building DATE . 5/29/79 REG. HRS. 8.0 . of east arch column and center arch column to Line tljfl plus 13 corner, and 0. T. HRS. arch columns on Line 1 from "H" to "J" plus 13 corner, 1st lift above bottom REINSP. HRS beam. Cast three mortar samples, marked Broadway #114 A-B-C. INSPECTOR . . . . . . . . . .. . . . .. . . ,. . J.M. Lee . . . . . . . ... . . .. : . DATE. 5/30/79 Reinforced Masonry: Inspected placement .of reinforcing steel and building REG. HRS. 8.0 .of east arch column and center arch column to Line fljtt plus 13, and arch O.T. HRS. columns on Line 1 from "H" to ttjll plus 13, 2nd lift above bottom beam. REINSP.HRS. . Witnessed placement of approximately 9.0 cubic yards of grout in 1st lift INSPECTOR of above area., Cast three grout samples, marked Broadway #115 A-B-C. Reinforced Masonry: . Inspected placement of reinforcing steel and building DATE 5/31/79 REG HRS. 8.0 of. east arch column, and center arch column to Line "J" plus 13, 3rd lift 0THRS. . . . above bottom beam. Cast three mortar samples, markedBroadway #116 A-B-C.. REINSP.HRS. . Witnessed placement of approximately 7.0 cubic yards of grout in 2nd lift INSPECTOR of above area. Cast three grout samples, marked Broadway #117 A B-C. Reinforced Masonry:. Inspected placement of reinforcing steel and building DATE 6/1179 HRs.. REG. 8.0 . of-east arch column, and center arch column to Line "J" plus 13, and arch columns on Line, 1 from "H" to "J" plus 13, 3rd lift above, bottom beam. 0 T HRS. . Witnessed placement of approximately 9.0 cubic yards Of grout in 2nd lift RE,NsP HRS. . of above area. Cast three grout samples, marked Broadway #118 A-B-C. INSPECTOR Structural Steel Assembly:--.Inspected & approved'plug & seam welding on roof _deck _of_ Stair _#2._ Welds _were _full_'size_ with ._no_ visual _defects._- (1) . Broadway Departmeit Stores, .ttn: Kelly Towner REPORTED TO (1) Associated Architects & Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. .. . . ., . . . . . . . .... - . c '(1) E.W. Hahn, Inc., At Les Farra . . TESTING ENGI RS SAN DIEGO of Carlsbad . .. . . ' , ' R . .. (tO (J62" THC:kh .. . . . . . ' . . T-.H. Chap6t/ R.E. #12882 FORM 4 Jp Testing En gineèrs —San Diego' . . . . 3467KurtzSt P0 Box 80985, San Diego, Ca 92138 (714)225-9641 (J9 r 1 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS . File #572-2 ' . Permit#78-6171,. P.O. #SP-105364 . . . . . .. . . DATE June . 5, 1979 JOB: . The Broadway . . . . . . . . . . . . . . .. . . ADDRESS: 2559 El Camino Real, Carlsbad, California OWNER:, Broadway Department . Stores . . . . . . . . .. . . . U .' .. .,. ARCHITECT: :Associated Architects and Planners .. . .. . .. 0 REG. WT. CONCRETE . 0 CORES ENGINEER: . Johnson and Nielsen Associates .. . : :. LIGHT Wy. CONCRETE X) MORTAR CONTRACTOR: E .W. Hahn, Inc. . . o GUNITE 0 GROUT DORATORY NUMBR . . C34-1918 . . .. . 1 MARK ON SPECIMEN . . .. Broadway #114 .A B . . ... : LOcATIolp4 STRUCTURE . . . Arch columns on Line. 1 from "H" to "J", 1st lift above beam BRAND OF CEMENT USED . .. . Riverside, Type BRAND AND TYPE OF ADMIXTURE .. Lime . . . . . .. . . . SOURCE OF SAND . . .. Sorrento Sand Company . : . .. SOURCE OF Rocx . - . . . . . . . . . .. MIX PROPORTIONSORNUMBER . - icement, 3 sand, 1/4 lime . . . . SUPPLIER (CONCRETE) . - - Job Mixed EC . TRUCK No. & TICKET No. . . . . . . . . . ... . . ..: ) SLUMP OR KELLY BALL III . TEMPERATURE OF AIR - - . . 'uN6.19791......... . . . TEMPERATURE OF MIXTURE . : C1T' o r / SPECIMENS MADE By - . Testing Engineers-San Diego BIll • ' :....'U ) DATE MADE - - -. - • . - d:n Nay 29, 1979 . . . . . .. . . 1, 1979. . .. . . . . . . : DATE RECEIVED .............June DATE TESTED . - .. . • • • - June. 5, 1979 . . . . . . . . .. . . AREA. SQUARE INCHES .- - .. - 3.14 . . . . f. . . ULTIMATE LOAD. LBS - .. .. ....... 4910 U N CRSHIG STRENGTH LBS. PER. SQ. IN 1560 . .. . . . . . . ... . AGE TESTED. DAYS . .. 7 . . : .• . . . UNIT. WE1GHT. LBS. PER. CU. FT. SPECIFIED STRENGTH . -. . . . . 2400 psi . . . .. REPORTED To: CLIENT . (1) Broadway Department Stores, Attn: Kelly Towner . . . (1) Associated Architects and Planners . . . : .• . (F) Johnson and Nielsen Associates . . . . . (1) E.W. Hahn, -Inc. . . . .. . . . . . . . . (1) E.W. Hahn, Inc.,. Attn: Les Farra . ... .. .. . . . . . .. City of Carlsbad . TESTING ENGINEER AN DIEGO: REVIEWED BY ..THC:kh : .......... . . . .. . T. . Chapma R.E.. #l2882 1 PORN 4 JP MI J4 Testing Engineers—San Diego •' ' ':' ' 3467KurtzSt,PO Box80985, SanDègo, Ca 92138 (714)225-9641 1903 West Vista Way Unit B, Vista California 92083 (714) 758-3730 _ - REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 .' DATE June ,•4', 1979 •.. JOB: The Broadway ADDPESS 2559 El Camino Real, Carlsba'd, California OWNER: Broadway Department Store's . . . . • ' ' ' ' : ARCHITECT: Associated Architects & Planners . . . - ' 0 R. WT. , CONCRETE • o CORES' ENGINEER; Johnson and Nielsen Associates ' " ' '. , 0 LIGHTWT. CONCRETE XX MORTAR CONTRACTOR; E .W. Hahn, Inc.' " ' 0 GUNITE ' ' ' 0 GROUT LADORATORY NUMBER . . ' ç34-1824 7. MARK ON SPECIMEN , Broadway #112.A.' B . ' , ' C LOCATION IN STRUCTURE ' 2nd lift,' Line 1 at "D", bottom arch beam' , BRAND OF CEMENT USED . - . Riverside, Type' II BRAND AND TYPE OF ADMIXTURE - Lime Sand Company SOURCE OF ROCK . ' Mix PROPORTIONS OR NUMBER . ' 'cement, 1 3 sand, 1/4 lime 'SOURCE OF SAND ..........Sorrento -SUPPLIER (CONCRETE) . .' . Job Mixed TRUCK No. & TICKET No. . . • .- SLUMP OR KELLY BALL . '- ' ' ' ' ' ' ' " 1979 ' ' ' ' ' TEMPERATURE OF AIR . - ' . TEMPERATURE OF MIXTURE . - A , Engineers-San Diego . . . ' , , DATE MADE ' ..'- May 24, 1979 DATE RECEIVED, May 25, 1979 SPECIMENS MADE BY .........Testing 31, 1979 , ., . ' ' " ' ' " '• AREA SQUARE INCHES 3.14- DATE TESTED .............May' ULTIMATE LOAD. Los.. . . 7380 • . '.. ' , ' ' ' ' ' CRUSHING STRENGTH LOS. PER. SQ. IN . ' 2350- ' AGE TESTED DAYS 7 UNIT WEIGHT LOS. PER CU FT SPECIFIED STRENGTH . - . ' . 2400 psi REPORTED To:*-.' . ' " " • ' ' ' ' ' ' ' " " ' ' • ' ' CLIENT ' (1)' Broadway'De'partment Stores,' Attn: Kelly. Townér (1) Associated Architects and Planners (1) Johnson and Nielsen Associates ' ' ' ' ' ' - . ' ' ' ' ' (1) '.W. Hahn, Inc. ' • - . ' ' ' ' ' (1) .E.W. Hahn, Inc., Attn: Les'Farra ~11k)w~wQAS of Carlsbad .. " ''''1-. TESTING ENGINEERS - aN 'DIEGO REVIEWED THC kh iapma i#a2 FORMI PAGE JP J ( Testing Engineers—San Diego . WN 3467 Kurtz St P0 Box 80985, San Diego Ca 92.138 (714)225-9641 1903 West Vista Way, Unit B; Vista, California 92083 (714) 7583730 LABORATORY NUMBER SD34-1921 INSPECTION REPORT DATE May 253, 1979, FILE: 572-2, Permit #78-6171, P.O. #SP105364 INSPECTION OF Reinforced Masonry and Structural Steel Assembly JOB: The Broadway S .. FABRICATOR OR ERECTOR: Pitner and Zenor CONTRACTOR E W Hahn, Inc ADDRESS 2559 El Camino Real, Carlsbad, California SHOP______ FIELD XXX PLANT______ DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE - 5/23/79 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR J.M. Lee DATE 5/24/79 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINsP. HRS. INSPECTOR DATE 5/25/79 REG. HRS. 4.0 0. T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: ASTM A615, Grade 40 and 60. . Grout. Mix: PR-52 (7.0 sks., 2660 psi). .. Mortar Type "S" (2400 psi) ReinforcedMasonry: Inspected placement of reinforcing steel and building of arch bottom beam on Line 1 from "H" to Stair #2 wall, 1st lift. Witnessed placement of approximately 9.0 cubic yards of grout in 1st lift of beam from stair to corner column. Cast three grout samples, marked Broadway #111 A-B- C. Reinforced _Masonry: Inspected placement of reinforcing steel. and building of arch bottom beam, full height from Stair #2 wall to Line Htl on Line 1. Cast three mortar samples, marked Broadway #112 A-B-C. Witnessed placement of approximately 18.0 cubic yards of grout in above 24" beam. Cast three. grout samples, marked Broadway #113 A-B-C. . . . . StructuralSteelAssembly: Ins pectd plug and seam welding of roof decking, Type 3, over Stair #1 per plans and specifications. Low-hydrogen electrodes were from a new box. Welds were full size with no visual defects. Structural Steel Assembly: Inspected welding of reinforcing steel dowels to weld plate in precast column on Line 1 at (1) Broadway Department Stores, Attn: Mr. Kelly Townér REPORTED TO: (1) Associated Architects and. Planners S S (1) Johnson and Nielsen Associates (1). E.W. Hahn, Inc. • (1) E.W. Hahn, Inc., Attn: Les Farra TESTING ENGIN ERS - SAN DIEGO 4 City of Carlsbad - S / S - S • • REV S S S S • • if_'(_•.;---_- • THC:kh • • • : •• • .• T.H'Chapman,'R.E.#12882 FORM 16 JP LJfl Testing Engineers—San Diego fiQU 3467KurtzSt P0 Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083. (714)758-3730 FILE No. 572-2 . SUMMARY OF COMPRESSION TEST RESULTS PAGE FIVE Permit #78-61713, P.O. #SP-105364 . . . . . JOB The Broadway Mix No PR-52 GROUT SPEC 28 DAY STIR. 2660 Psi ADDRESS 2559 El Camino Real TYPE _R11 CEMENT 7 0 Sc's' SPEC SLUMP 9-11 IN Carlsbad, California. . . . . . . . ADMIX Pozz_344 and _Sika AGG SIZE- 3/8 IN STORED & CURED. NOT TESTED YEAR: 1979 . . .. . . . ULTIMATE COMPRESSIVE STRENGTH, PSI LAB NO. DATE . . . OTHER DATE C34 MO. . LOCATION IN STRUCTURE SLUMP 7-DAY'28-DAY TEST RESULTS MAILED O. DA. IN. AGE 1823 5/23 1st lift of 24" beam from --- 1850 . . 6/1/79 stair to corner column. . . . . . .. . . . . . . . Broadway #111 A-B-C Made by TESD 1825 5/24 Bottom arch beam, Line 1 at --- 1970 ".1", 2nd lift. Broadway . . : . . . .• . .... . #113 A-B-C Made by TESD JU 4#'Qp '19.79 'Idi '4I ell '7g 1 4O (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners .. . . . . (1) Johnson and Nielsen Associates . . .. . . . . . . ... . (1) E.W. Hahn Inc. . . . . . TESTING ENGINEE SAN DIEGO (1) E.W. Hahn: Inc., Attn: Les Farra . . .. . REVIEWED B. . 1 City of Carlsbad . THC kh yr T_H_Chapman/R_E _#12882 FORM le JP Testing Engineers . San Diego 346.7KurtzSt., P.O. Bo.8085SahDieo; Ca. 92138(714)225-9641 . 1 1903 WëstVista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 572-2 - SUMMARY OF COMPRESSION TEST RESULTS . PAGE FOUR Permit #78-61713, P.O. #SP-105364 . . . . . . JOB The Broadway Mix No.' o PR52GROUT SPEC 28 DAY S TR. 2660 Psi ADDRESS 2559 El Camino Real TYPE R11 CEMENT _0 ScY SPEC SLUMP 9 _11 1N. Carlsbad, California . . . . .. . Pozz 344 and Sika 3/8 ADMIX Acc SIZE YEAR: 1979 . . s STORED & CURED. NOT TESTED * ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER SLUMP 7-DAY . 28.DAY TEST RESULTS IN. . DATE MAILED LAB NO. C34 DATE MCAST O. DA LOCATION IN STRUCTURE . AGE 1470 5/1 Parapet wall, Line "A" from --- 1820 .3.280 60-day. *Disc 5 /11/79 6 to 7 Broadway #90 A-B- 5/18/79 C.,-Made by TESD 5/25/79 6/1/79 1510 5/2 Parapet wall, Line .1 from . --- . 2350 3330 60-day *Disc. "D" to "C". Broadway #92 . . . . A-B-C Made by TESD 1513 . 5/4 2nd lift, arches on Line 1 --- 2080 3760 60-day. *Disc. at Entry. #1... Broadway #95 . ... - . A-B-C Made by TESD 1571 5/7 Column at Line 1 at "C", --- 1930 2' to below top beam Broadway #98 A-B-C Made by TESD 1625 5/9 3rd floor, Line "K" at 6 --- 1760 Broadway #100 A-B-C. Made . .. . • . by TESD 1630 5/10 Beam 1A to stair wall, 5' --- 1930 below top Broadway #101 A-B-C Made by TESD 1633 5/11 Arch wall, Line lÀ to stair- --.- 1950. . . wall, top of wall. Broad- way #105 A-B-C Made by TESD £ 1680 1 5/14 3rd floor, Line 5 at "K", --- 1970 4th lift Broadway #106 A- UN B-C. Made by TESD ITy , nA 79 De I? (1) Broadway Department Stores, Attn: Kelly Towner . •. . . • LU.IId!17 9 (1) Associated Architects and Planners Part (1) Johnson and Nielsen Associates . : . -. • .: : . (1) E.W. Hahn, Inc. : • . •. • . . . • TESTING EN RS. SAN DIEGO • (1) E.W. Hahn, Inc., Attn: Les.Farra . • REVIEWED . .. . 14_City of Carlsbad R.E.THC kh 1" H Chapnan,#12882 S FORM 18 Testing Engineers—San. Diego . 1 i% 3467KurtzSt,PO Box80985 San Diego Ca 92138 (714)22579641 f- J 1903 West Vista Way, Unit B, Vista, California 92083: (714) 758-3730 FILE NO. _572-2 SUMMARY OF COMPRESSION TEST. RESULTS PAGE TWO Permit #78-6171, P.O. #SP-105364 JOB: The Broadway . 0 Mix No.-33-267 SPEC. 28-DAY STR._4000 Psi ADDRESS: : 2559 El Camino Real TYPE ______CEMENT 6.8 Scv SPEC. SLUMP 4 IN. Carlsbad, California . .. 0 ADMIX Pozz_344 and MBAE10 AGG SIZE _1_IN. 0 0 •0 • STORED & CURED. NOT TESTED 0 YEAR: 1979 0 0 ULTIMATE COMPRESSIVE STRENGTH. PSI - LAB NO. DATE 0 OTHER DATE CAST LOCATION IN STRUCTURE 0 SLUMP 0 7-DAY 26-DAY TEST RESULTS MAILED C34 MO. DA. 0 IN. AGE 1206 4/11 3rd floor, Line 8 to 9 from . 5 3080 4.280 60-day :*Disc. 4/20/79 0 "E" to UFii Broadway #65 0 0 0 -. 4 /27/79 A-B-C Made by TESD 5/4 /79 5/11/79 0 - 1207 4/11 3rd floor, Line "E" to "F" 5½ 0 3010 4390 60-day *Disc. 5/18/79 O . from 3 to 4. Broadway #66 5/25/79 A:-B-C Made by TESD 6/1/79 0 1209 4 /12 0 Pour strip,. Line 1 from 5 2940 0 4140. 60day *Disc. . "C" to "D". Broadway #68 0 A-B-C. Made by TESD. 0 0 0 0 • . 1213 4/13 3rd floor, Line "B" to "C" 4½ 2690 4240 60-day *Disc. 0 . from.8 to 9. Broadway #72 • . . . . . A-B-C Made by TESD 1303 4/18 3rd floor, Line "D" to "E" 5 2760 3820 from 1 to 2. Broadway#76 A-B-C Made by TESD 1349 . 4/20 2nd floor slab at escalator. 514 2230 4030 60-day *Disc. - 0 0 •o . Broadway #80 A-B-C. Made . . .: •• . 0 by TESD 1386 4/25 2nd floor slab around Stair 4 2 3010 4490 60-day 'Disc 0 #2. Broadway #85 A-B-C. Made by TESD -. 1511 '5/3 3rd floor slab around 4½ 2690 3890 •• .. elevator. Broadway #93'A- 0 • - . . B-C. Made by TESD. 0 • 0 - UN • I7-yoc19 OUj/d- 4F? (1) Broadway Department Stores, Attn: Kelly Towner 0 • . : • . Depa '-'O4D O (1) Associated Architects and Planners . . . • • • 0 • 0 • -eq O (1) Johnson and Nielsen Associates 00 • 0 •• • 0 ,O • 0 0 • (1) 'E .W. Hahn, Inc TESTINGeENGINEEAN DIEGO (1) E.W. Hahn,Inc., Attn: Les Farra 0 • • REVIEW '(l')'-...City of Carlsbad 0 • 0 (1) Pre-Mixed Concrete. Company •.. 71)1. . 0 • 0 0 THC:kh 0 00 . •• •O 0 . • o • T. H. Chapman,1R.E. #12882 FORM 16 JP Testing Engineers—San Diego 3467KurtzSt, P0 Box80985, San Diego Ca 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. _572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #78-6171, P.O. #SP-105364 . . . JOB: The Broadway . Mix No. 33 -266 L.W. PUMP SPEC. 28-DAY STIR. 3000 PSI ADDRESS: 2559 El Camino Real . . TYPE CEMENT 5.8 SCY SPEC. SLUMP 4 IN. Carlsbad California : . .: . . . Rocklite ADMIX Pozz _344&_NBAE AGG SIZE IN. - YEAR: 1979 STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE . - LAB NO. DATE . .. C34 M CAST O. DA. . LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS IN. MAILED AGE 1468 . 5/1 . Penthouse slab.'.Broadway . 4. •• 198.0 3.710 60-dày *Disc. 5 /11/79 #88 A-B-C. Made by TESD. .•• . . .. . . .• 0 • 5/25/79 6/1/79 1734 5/18 Equipment curbs on roof.. • 5 1840 • . . • Broadway #110 A-B-C. Made •• . . . . . . by. TESD. .. . . .. . .. .• . : . ., - . .•..•• .... . Cl. .1979 (1) Broadway Department Stores, Attn: Kelly Towner •.. •. . 10717 . . •. • & Planners . . iarth,...,lO.: . . .. ., (1) Associated Architects . . 0 (1) Johnson and Ni'elsen Associates . •0 • . • . (1) ...E.W. Hahn, Inc. . . .. . . . TESTING ENG/'1EER S'AN DIEGO • • •••. (1) E. W. Hahn, Inc., Attn: Les Farra . . . REVIEWED BY . .. . .. . l..)... City of Carlsbad 0 0 • / . : (1) • Pre-Mixed Concrete Company . . 0 • /_y _/7/ • THC:kh . • 0• . 0 : T.H. Chapma , R.E. #12882 I PORN 4 JP Testing. En San Diego .'. ' .. .,. '. 3467KurtzSt P0 Box80985 San Diego, Ca 92138 (714)225-9641 1903 West Vista Way, Unit B Vista California 92083 (714) 75873730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 : : .:, ';•' DATE May 11, 1979 ' JOB The Broadway June 1, 1979 ADDRESS:2559 El Camino Real, Carlsbad, California OWNER Broadway Department Stores ARCHITECT: " Associated Architects & Planners •.. . •' .. ',' . 0 REG. WT. CONCRETE 0 CDR _S ENGINEER Johnson' & Nielsen Associates •:'. ' 0 LIGHT WT. CONCRETE XXX MORTAR CONTRACTOR E.W. Hahn, Inc. . . : , 'o GUNITE . 0 GROUT LABORATORY NUMBER . '•. '. C34-1514 MARK ON SPECIMEN Broadway #96 A B . C LOCATION IN STRUCTURE . 1st lift, Line tIHIl from' 8 to 9, 3rd floor BRAND OF CEMENT USED . . - Riverside, Type II BRAND AND TYPE OF ADMIXTURE - Lime . ., '' . •• . . .- SOURCE OF SAND Sorrento Sand Company 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 . ' . . . ' . .' ' - . . . . ' . '. . ' .' .'''.' ' 5 • . TEMPERATURE OF AIR TEMPERATURE OF MIXTURE P ' - SPECIMENS MAcE BY , Testing Engineers-San Diego' DATE MADE May 4, 1979 DATE RECEIVED May 7, 1979 "DATE TESTED - -. -. '. . - May 11, 1979 ' .'June 1,' 1,979 ' Stored & cured, ' AREA. 'SQUARE INCHES 3.14 ' ' 3.14 . , , , not tested ULTIMATE. -LOAD. Les. ' .' .'. - ' ' 6900 " , 9830 CRUSHING STRENGTH LOS. PER. SQ. IN. ,• .2200 ' ' ' . ' 3130 AGE TESTED DAYS 7 28 UNIT WEIGHT LBS PER CU rr SPECIFIED STRENGTH • . • ' ' ' . 2400 psi'' • ' • ' , - ". - REPORTED To CLIENT (1) Broadway Department Stores,. Attn: Kelly Towner ',: ' . ' . , 'U1/4 7Q 79 (1) Associated Architects & Planners. , (1) Johnson & Nielsen Associates C,i1 (1) E.W. Hahn, Inc. , ' . ' ' ' ' ' . ' '' ...., T3tJIId/.Depa. -SB, (1) E.W. Hahn, Inc., Attn: Les. Farra ' ' ' ' '. . 'rtlnelt ..A,) City of Carlsbad. ' ' • •' , TESTING ENGINEERS SAN DIEGO 'REVIEWED BY • . ' ' THC kh T/H Chap a1, R E #12882 S FORM 4- Testing Engineers—San Diego;.'. . i s 3467KurtzSt P0 Box80985, San Diego Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS . File #572-2, Permit #78-6171, . P.O. #SP-05364 . DATE May 11, 1979 JoB: The Broadway June 1, 1979 Aoonrss 2559 El Camino Real, Carlsbad, California OWNER:Broadway Department Stores ARCHITECT: Associated Architects and Planners 0 R. WT. CONCRETE 0 CORES ENGINEER: . Johnson and Nielsen Associates . . . ... . LIGHT WT. CONCRETE X( MORTAR CONTRACTOR E .W. Hahn, Inc. . '. .. .. .. .. GUNITE : o GROUT LADORATORY NUMBER . . . C34-1512 MARK ON SPECIMEN . . Broadway #94.A 8C LOCATION IN STRUCTURE . Entry #1, corner column, 2nd lift above beam-- BRAND OF CEMENT USED - - Riverside, Type II BRAND AND TYPE OF ADMIXTURE ; - Lime SOURCE ' OFSAND ..•' -.- Sorrento Sand Company. . .. .. . -. SOURCE OF 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 P TEMPERATURE OF MIXTURE . . F SPECIMENS MADE By Testing Engineers-San Diego 3, 1979 : •. S. . . . . 4, 1979 DATE RECEIVED . ........May DATE TESTED . • - .. - May. 10, 1979 . May 31, 1979 Stored &cured, DATE MADE ............May . AREA SQUARE INCHES .-. . . 3.14 . 3.14 . not tested ULTIMATE LOAD. Les. . . . . .5140 8640 . . . CRUSHING STRENGTH LBS. PER. SQ. IN. . 1640 275 0) . . . . . .- AGE TESTED DAYS 7 28 UNIT WEIGHT. LBS. PER. CU. PT. SPECIFIED STRENGTH .. . . . .. . . . 2400 psi . S.,. . -':,' H '.. . :'C REPORTED To:.. . . . . . . S . .5 . . . . ' . CLIENT (1) Broadway Department Stores, Attn: Kelly Towner. ••' JUN,1 (1) •Associated Architects and Planners . . .. . . . S.-..'. . . . 1979 (1) Johnson & Nielsen Associates (1) E.W. Hahn, Inc.. ,-. . .. . .... . ....... . . . 5, . S " (1) E.W. Hahn, Inc., Attn: 'Les Farra '. ". . . .. .City of Carlsbad :•' TESTING ENGINEERS - SAN DIEGO REVIEWED BY / THC.kh . , ,. . . .. . . . T.H'( Chapman, R.E. #12882 / - - - - - FORM 4S JP Jill Testing Engineers—San Diego I I7D 3467 Kurtz St P0 Box80985 San Diego, Ca 92138--(114)225"9641 1 J 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS - File #572-2, Permit #78-6171, P.O. #SP-105364 •. ' DATE May 8 1979 JOB: The Broadway May 30: 1979' ADDRESS: 2559 El Camino Real,, Carlsbad, California . ••. . S ' . .).- . OWNER: Broadway Department' Stores ARCHITECT: . -Associated Aichitects and Planners . -.' - ,. 0 R. WT. CONCRETE " 0' CORE8 ENGINEER Johnson and Nielsen Associates o LIGHT WT. CONCRETE X) MORTAR CONTRACTOR: E.W. Hahn, Inc. ' . ' , . o GUNITE ' '. •' 0 GROUT LAORATORY NUMBER c34-1469 , : , , , .• , 'MAR!( ON SPECIMEN , ., Broadway #89 A ' B. -: '-. . C LOCATION INSTRUCTURE . Parapet wall, Line "A" from 5 to 6.' BRAND OF CEMENT USED • Riverside, Type.I.I BRAND AND TYPE OF ADMIXTURE . SOURCE OF SAND' . •. • Lime Company 'Sorrento Sand -'• . .. . U ''D' ' SouRcE OF Rock . '. . , , . ' ' . '.55, '- ' - . . 3 sand,. 1/4 lime ' C/Tv , 1 1979 --SUPPLIER (CONCRETE) ' • -, Job Mixed I Qf..çj ,.,,. TRUCK No. 8. TICKET No., . -, . . 'S. ' ' . . t 1/iI(Iin .dF1(TLSB - . ,.: •' . . , ' ' . . . - SLUMP OR KELLY BALL . i, .- ' -'1fle ' TEMPERATURE OF AIR ' TEMPERATURE OF MIXTURE SPECIMENS MADE By Testing Engineers-San Diego MIX PROPORTIONS OR NUMBER ......cemefit, DATE MADE - ,..............May 1, 1979 , DATE RECEIVED ...... May 2, '1979 DATE TESTED' . ' .-. May 8, 1979 May 29, 1979 : Stored '& cured, '.. AREA. SQUARE INCHES . ' . 3.4 ' '• '' . 3.14 . ' . not tested ULTIMATE LOAD. Las. r • . . ' - ' 7160 , . . 10120 CRUSHING STRENGTH LOS. PER. SQ. IN -' 2280/ ' ' . 3220 ,' ' - " ' . -, ' ' AGE TESTED. DAYS 7 -' 28 ' UNIT WEIGHT LOS. PER CU YT SPECIFIED STRENGTH . . . • ' ' ' " 2400 psi . ' ' ' ' ' ' '. , ' ' ' '. 'S REPORTED To:, CLIENT (1) 'Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson & Nielsen Associates (1)' E.W. Hahn,Inc. (1) ...E.W. Hahn, Inc , Attn: Les Farra DIEGO City of Carlsbad ,TESTiNG',ENGINEE72SAN REVIEWED BY. T.H. Chapman, R.E. #12882 S -' •, '', ' S FORM 10 JP -J Testing Engineers—San Diego• '. j1 3467KurtzSt,PO Box 80985, San Diego Ca 92138 (714)225-9641 r 7 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE_TWO Permit #78-6171,. P.O. #SP-105364 S JOB: The Broadway ' Mx No. 33-267 Spc. 28-DAY STIR. 'PSI ADDRESS: 2559 'El Camino Real TYPE-CEMENT '_6.8 Scy SPEC. SLUMP 4 ' IN. Carlsbad, California ADMIX. Pozz. 344 and MBAE 10 'AGG SIzE1 IN. STORED & CURED. NOT TESTED YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB NO. DATE OTHER C34 ' MCAST O. DA LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. AGE 1206 4 /11 3rd floor, Line 8 to 9 from ' 5 3080 4280 ' 60-day :*Disc. 4/20/79' "E" to "F". Broadway #65 ' '. . .• ' , 4 /27/79 A-B-C; Made.by TESD. , ' . ' ' '• ' . 5/4/79 5 /11/79 1207 ' 4/11 3rd floor., Line "E" to "F" 5½' 3010 4390 60-day *Disc. 5/18/79 from 3 t 4. Broadway #66 ' ' . ' . '' . ' ' 5/25/79 A-B--C. Made by TESD. ' . . .• 1209 4/12 Pour strip, Line 1 from 5 ' 2940 4140 60-day *Disc. "C" to "D". Broadway #68 . . A-B-C. , Made by TESD. 1213 4 /13 ' 3rd floor, Line "B to "C" 4½ , 2690 '4240' 60-day *Disc. from 8 to 9. Broadway #72 . .' . . A-B-C. Made by TESD. 1303 4118 3rd floor, Line "D" to "E" •' 5 2760 3820 from 1 to 2. Broadway #76 A-B-C. Made by TESD. 1349 4/20 2nd floor slab at escalator. •. 5' 2230 4030 60-day' *-Disc. Broadway #80 A-B-C. Made by TESD. •. - . . , ' ,' . . 1386 4 /25 2nd' floor slab around Stair 4 2 3010 .4490 '. 60-day *Disc. #2. Broadway #85 A-B-C. . . ' 5 CIO , Made by TESD. 1511 5/3 , 3rd floor slab around. '' 43,2 2690 ' ' . : elevator. Broadway #93 A-' B-C.' Made by TESD. , S - . '. I Qp • 71?9 • (1) Broadway Department Stores, Attn: Kelly Towner • S ', • , • ' (1) Associated Architects and Planners • S • • • • ... . • 5 '5 (1) Johnson and Nielsen Associates ., . S • • (1) E.W. Hahn, Inc. S • . S • • • 'TESTING ENGINEE AN DIEGO (1) E.W. Hahn,' Inc., Attn: Les Far a ' • •, ' REVIEW •• 'S (kj'Tity of Carlsbad (l)Pre-Mixed Concrete Company / THC:kh S • • S . T.H. Chapman, R.E.. #12882 , V FORM 16 JP Testing Engineers—San Diego 34670rtzSt,P0 Box 80985, San Diego Ca 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, Cálifo?nia 92083 (714) 758-:3730 FILE No. 572-2 ' SUMMARY OF COMPRESSION TEST RESULTS PAGE--ONE Permit #78-6171, P.O. #SP-105364 -JOB:' OB The Broadway MIX No PR903M GROUT SPEC 28 DAY STR 2660 ADDRESS 2559 El Camino Real TYPE CEMENT _70 SCY SPEC SLUMP 911 IN Carlsbad, California ADMIX Pozz .344-& Suconem AGG SIZE/8__IN YEAR 1979 STORED & CURED. NOT TESTED - . . .. _ ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE DATE . . OTHER C34 CAST LOCATION IN STRUCTURE SLUMP' 7-DAY 28-DAY -TEST RESULTS MAILED M O. DA. . . IN. AGE 660'. 2/27 Line "C" from 8 to 10, 2nd '. --- 2210 3340 60-day *Disc. . . 3/8 /79 lift. 'Broadway #19 A-B-C. . ' . '. .. 0 '• 3/30/79 Made by TESD 5/25/79 1682 5/15 Parapet wall, Line "K" at --- 1750 2 Broadway #108 A-B-C Made by TESD ..C/ry u IVO C Ls Par De (1) Broadway Department Stores, Attn: Kelly Towner . (1) Associated Architects and Planners (1) Johnson and Nielsen Associates /SAN (1) E.W, Hahn, inc. . ''..''TESTING ENGINEER DIEGO (1) Mr. Les Farra •, '.. '- , . . - . .. REV ft Qi City of Carlsbad 67 / THC kh TH'Chapman,IR.E #12882 w. _ . . - - - FORM 18 JP Testing Engineers San Diego 3467KurtzSt PD Box 80985, San Diego Ca 92138 (714)225-9641 r j 1903 West Vista Way Unit B Vista, California 92083 (714) 758-3730 FILE No. 5 72-2 . SL1ARY OF COMPRESSION TEST RESULTS PAGE THREE Permit #78-6171, P.O. . . . JOB': The Broadway . -. . ' ! L' \ _PR52 GROUT SPEC. 2.8-DAY STIR. 2660 PSI 'ADDRESS: 2559 El Camino Rel TYPE _R-II CEMENT 7.0 ScY SPEC. SLUMP 9-11 IN. Carlsbad CalifoltLI . . . BUiIdin __ & C Pozz _ '.344 and _Sika _AGO SIzE_3/8 IN RED URED. NOT TESTED. YEAR 1979 r I()ff ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE . . OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED C.)'-f MO. DA. . IN.. AGE .1212 4 /13 1st lift above 2nd floor, --- 1660 2940 60-day *Disc. 4/20/79 Line "J" to "K". Broadway 4/27/79 #71 A-B-C. Made by TESD. . . 5/4 /79 1240 . 4/16 Stair #2, 2nd lift, 2nd ---' 2040 3540 60-day *Djsc. 5 /11/7 8/799 floor. Broadway #74 A-B-C. 5/25/79 Made by TESD 1269 4 /17 3rd floor, Line 1 from "D" -----' . 1910 3260 60-day *Disc. to "E". Broadway #75 A-B- . . ' .. .. .. ' ' C. Made by TESD. 1306 4 /19 3rd floor, 2nd lift, Line ' -'-- 1720 2610 8 from "B" to . "C". Broadway #79 A-B-C Made by TESD 1351 4/23 . Beam on Line 1 from "B" ---, 2040 3150 , 60-day *Disc. . to "C". Broadway #82 A-B- . . . . . .. . . ..- C Made by TESD ; .1385 4/24 ' 2nd floor, Line 8 from ."J" 2.150 3180. 60-day *Disc. to "H", 3rd lift Broadway #84 A-B-C Made by TESD 1388 4 /25 3rd floor', Line "A" from . --- 1710 2760 60-day *Disc.' .. . - 4 to 5, 1st lift. Broad- . - '. way #87 A-B-C. Made by -- TE SD 1421 4 /26 Line 1 from 'D" to "G", 4th --- 1930 2840 60-day *Disc lift Broadway #88 A-B-C Made by TESD. - (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) . Johnson and Nielsen Associates (1) E.W. Hahn, -Inc. - ' - - .. , . TESTING ENGINE . SAN DIEGO (1) E.W. Hahn, Inc., Attn:hWarra . . REVIEWED ._QkT City of Carlsbad - . . . .-• . . . - . .THC:kh - . ... . - - - . - ' - T.H. Chapman, R.E. #12882 . - FORM 16 JP -J Testing Engineers —'San Diego .. 3467KurtzSt P0 Box 80985, San Diego Ca 92138.-.(714) 225-9641 1903 West Vista Way, Unit B, Vita, California 92083 (714) 758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE_THREE Permit #78-6171, P.O. #SP-105364 .' JOB: The Broadway Mix No. 33-.267 SPC. 28-DAY STIR . 4000 Psi 'ADDRESS: 2559 El Camino Real TYPE CEMENT _6.8 SCY SPEC. SLUMP 4 Carlsbad, California ADMIX Pozz. 344 and MBAE 10 AGG., Siz IN. * STORED & CURED. NOT TESTED YEAR. 1979 . .. ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE OTHER DATE CAST . LOCATION IN STRUCTURE SLUMPr7-DAY 28.DAY TEST RESULTS MAILED C34 MO. DA. IN. •- AGE 1631 5/11 Stair #1 slab, 2nd floor. 3½ 2970 ' 5 /18/79'.' Broadway #103 A-B-C. Made . . ' . . 5/25/79 by'TESD. 1733 5/18 3rd floor pour strip, Line 5½ 3250k . . ' 2 from "J" to "K". Broadway . #109 A-B-C. Made by TESD. k MA Y H' . .. '. ':ci <9197g . OF.Cq & IIdIRLSL4 (1) Broadway Department Stores, Attn: Kelly Towner '. •. •. . - •. .... (1) Associated 'Architects and Planners. (1) Johnson and Nielsen Associates (1) E.W. Hahn, 'Inc. . . . .. . S TESTING E I . • N DIEGO. (1). E.W. 'Hahn, Inc., Attn:'Les Farra ' '' . ,R ED . . . (TT,' City of Carlsbad (1) Pre-Mixed Concrete Company I T.H. Chap' fl, R.E. #12882 5 "THC:kh, . . . . . S , • •0 ' • ' • . • S. • I FORM ie JP Testing Engineers—San Diego .• 3467KurtzSt P.O.Box 80905, San Diego Ca 92138 (714)225-9641 r 1 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #78-6171 P.O. #SP-105364 . . JOB: The Broadway . MIX No. 33-266 L.W. PIMP SPEC. 28-DAY STR._3000 Psi ADDRESS: 2559 El Camino Real TYPE CEMENT _5.8 . Scv SPEC. SLUMP __IN. Rocklite Carlsbad, California. . . . . ADMIX Pozz.344 & MBAE . Acc. SIZE 400 IN; STORED & CURED. NOT TESTED . . . YEAR: 1979 . . . . ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB NO. DATE OTHER CAST LOCATION IN STRUCTURE .SLUMP 28-DAY TEST RESULTS MAILED C34 MO. DA. . IN. AGE 1468 . 5/1 Penthouse slab. Broadway . 4 1980-- .. . . . . .• . . .. 5/11/79 #88 A-B-C Made by TESD 5/25/79 1734 5/18 Equipment curbs on roof 5 1840 Broadway #110 A-B-C. Made . . . .. . . by TESD '1/ 04t9i 4 e1 (1) Broadway Department Stores, Attn. Kelly Towner . . ., .. . (1) Associated Architects & Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. . TESTING ENGI EER . SAN DIEGO (1) . E.W. Hahn, Inc.,Attn:Les Farra REVIEWED BY City of Carlsbad (1). Pre-Mixed Concrete Company THC kh T H Chapmar 9.13. #12882 . FORM 10 JP :L -J Testing Engineers—San Diego.. i f 3467KurtzSt,PO Box80985 SanDiego Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B Vista, California 92083 (714) 758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE FOUR Permit #78-6171, P.O. #SP-105364 . JOB: The Broadway Mix No._PR52 GROUT SPEC. 28-DAY STR. 2660 Psi ADDRESS:, 2559 El Camino Real . TYPE R11 cEMENT' _7.0 SC .SEC. SLUMP 9-11 . Carlsbad, California ' .. . . .. 'Pozz. 344 and Sika 3/8 ADMIX. AGG. SIZE IN. - STORED &CURED. NOT TESTED YEAR: 1979 .' ULTIMATE COMPRESSIVE STRENGTH. PSI . . . '. DATE LAB NO. DATE . . OTHER C34 . MCAST O.. DA. LOCATION IN STRUCTURE SLUMP 7-DAY. 28-DAY IN. AGE RESULTS MAILED 1470 5/1 Parapet.wall, Line "A" from - 1820. . . .5 /11179 . : 6 to 7. Broadway #90 A-B- . . .. . . 5/18/79 - C. . Made by TESD.' - .. . . . . . . . •• .5/25/79. 1510 .5/2 Parapé wall, Line '1 from --- 2350. . .• . "D" to ."G". Broadway #92 : . . . . . . .. A-B-C. Made by TESD. :'' " . . .• . 1513 5/4 2nd lift,' arches on Line 1 --- . 2080 at Entry #1., Broadway #95 . . . . ... ..•. .. A-B-C. Made by TESD. . .. .. . . .• . 1571 . 5/7 Column at Line 1 at "C", --- . 1930 '2' to below top beam. . . . .. Broadway #98 A-B-C. Made . ' ', :' ' '. ' .• . . .. . S ' ' ' byTESD. ' •- . .• ' : .-, . 1625 5/9 3rd floor, Line "K" at 6 --- 1760 Broadway -#100 A-B-C. Made -. •' ' . ' . ,' by TESD. , •• • •.'• ' ' , ..' , 1630 '. 5/10 Beam IA to stair wall, 5' •---,: 1930 . . below top. Broadway #101.1: A-B-C Made by TESD. ' S • •' . S ' 'ft.A ' V. C) 1633 5/11 Arch wall, Line lÀ to stair- '--- 1950 •• / wall, top of wall. Broad--. ". • r way #105 A-B-C. Made by ., , S .• - TESD. . S , •, ' . : '' ' . . - e / 1680 5/14 3rd floor, Line 5 at "K", --- 1970 4th lift. Broadway #106 A- -B-C. Made by TESD. (1) Broadway Department Stores, Attn: Kelly'Towner • S S S S • , .' (I) Associated Architects and Planners (1), Johnson and' Nielsen Associates • : ' ' ', JINR (1) E.W. Hahn, Inc.. • 5 ••TESTING EN .SAN DIEGO (1) E.W. Hahn,Inc., Attn: Les Farra REVIEWED JCity of Carlsbad THC kh I_H_Chapn,R.E. #12882 - - - - FORM 4 .JP ,...r -J Testing Engineers—San' Diego V V V 3467 Kurtz St P0 Box 80985, San Diego, Ca 92138 (714)225-9641 1 1 1903 West Vista Way Unit B Vista, California 92083 (714) 758-3730 V V REPORT OF COMPRESSION TESTS V File #572-2, Permit #78-6171, P.O. #SP-105364. V V V V V V V DATE . May 2, 1979 V V JOB: V The Broadway ' ' V 'V V May 23 1979, ADDRESS 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores V V V V V V V V •. VV V • V VV: VV ARCHITECT: V Associated Architects and Planners V V 0 R. WT. CONCRETE ' 0 CORES ENGINEER: 'Johnson and Nielsen Associates V V; V LIGHT WT. CONCRETE Y= MORTAR CONTRACTOR: E.W. Hahn, Inc. , V V ' V 0 GUNITE V V 0 GROUT ' L.ADORATORY NUMBER , V C34-1387 'MARK ON SPECIMEN V V V Broadway #86.A B V V V C V V V V LOCATION IN STRUCTURE 'V Third floor, 2nd lift, Line "A" from 3 to 4 BRAND OF CEMENT USED . . . ' - Riverside, Type . II BRAND AND TYPE OF ADMIXTURE Lime SOURCE OF SAND SOURCE OF Rock MIX PROPORTIONS OR NUMBER . itA 1' cement, 3 sand, 1/4 ime .1 ç SUPPLIER (CONCRETE) - Job Mixed V , , ' V 1979 , TRUCK No. & TICKET NO .. SLUMP OR KELLY B.LJ...... V V ' OF Sa TEMPERATURE OF AIR . -. . .. V V V 179 ,060.1 TEMPERATURE OF MIXTURE . •P V , V V Of/f SPECIMENS MADE By . . . .. . ' V V Testing Engineers-San Diego DATE MADE . . . . V - ' April 25, 1979 26, 1979 DATE TESTED . - . '. . . . May 2, 1979 May 23, 1979 Stored & cured, V V V DATE RECEIVED ..................April AREA.. SQUARE INCHES ' .. - '- . 3.14. V V V . 3.14 not tested V V ULTIMATE LOAD. Les. . ' 8840 . V . 12580 CRUSHING STRENGTH LBS. PER. SQ. IN. 2820 , 4010 AGE TESTED. DAYS • . . . . V V , .. 28 UNIT WEIGHT. LBS. PER. CU. Ft.. . V , V V •, ' SPECIFIED STRENGTH . . . • . . V ' 2400 psi V. • V V 'V•' V REPORTED To: . V • • • : ' V • V • • V V . ..T V CLIENT (1) Broadway Department Stores, Attu: Kelly. Towner • V . (1) Associated Architects and Planners (1). Johnson and Nielsen Associates •, V V . ' 'V : • .-. . . (1) E.W. Hahn, Inc. (1) E.W. Hahn, Inc., Attn: Les Farra . V . V .• . , V. V V V *].)uGity of Carlsbad V V V ,, • TESTING ENGINEERS SAN DIEGO • REVIEWED BY. V V • V V V V V ' V . V V f q,4 - . V V V V THC:kh . ' V f 'V V . , . . T.41. Ch R.E. #12882 ., V FORM I PAGE JP Testing Engineers—San Diego Di 3467 Kurtz St,PO Box 8O985, San Diego, Ca 92138 (714)225-9641 rtJ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730: 9ABORATORY NUMBER SD34-1812 INSPECTION REPORT " ." DATE May 22, 1979 FILE-. 572-2, Permit #78-6171, P.O. #SP-105364 , General Inspection JOB: The Broadway .,.. FABRICATOR OR ERECTOR 'Kimball and Smith, Pitner and Zenor CONTRACTOR E W Hahn, Inc ADDRESS: 2559 El Camino Real, Carlsbad, California SHOP______ FIELD_XXX PLANT______ DATE S Reinforcing Steel: ASTM A615, Grade 40 and 60. "' ,'• ', PEG HRS Concrete Mix 33-266 ,(5.8 sks., 3000 psi) O.T.HRS. 33-267 (6.8 sks., 4000, psi). REINSP.HRS. ' Grout Mix: PR-52 0.0 sks., 2660 psi). INSPECTOR ' ' , PR-903 (7.0 sks.,'2000. psi) . Mortar..Type "S" (2400 psi) DATE 5/14 /79, Reinforced Masony: Inspected placement of reinforcing steel and building PEG. HRS. 8.0 of parapet wall on Line "K" from 3 to 6, and Stair #2 wall. ' Cast three O.T.HRs. '. 'mortar samples, marked Broadway #106 A-B-C. Witnessed placement. of REINSP.HRS. approximately 36.0 cubic yards of grout Nix PR-52 in 4th lift to sOldier INSPECTOR ' course on, Line "K" from 3 to 6, and, Stair42 wall.' •Cast three grout samples, James Lee , '' marked Broadway #107 ABC. DATE '5/15/79 Reinforced Masonry: Inspected placement of reinforcing steel and building REG. HRS. 8.0 soldier course on east side of building from Line 2 at Line "J" to stair , O.T.HRS. , , ,, wall. Witnessed placement of approximately 9.0,cubic yards of grout Mix ' REINSP.HRS. ' PR-903 in above area. Cast three grout samples, marked Broadway #108 A-B-C. INSPECTOR General Items *Inspected Stair #3 prior to dry walling. Red-head bolts DATE ' 5/16/79 ' REG. R H ' 4 previously approved by Engineer. Dry packing complete. R Detail .19/S-1 was.rotated and welded to side of channel to clear door O.T.HRS. ' frame. Welds were full size of 1/4 fillet with no visual defects. REINSP. HRS. INSPECTOR •, ' ' ' ' ' ' ' ' 'Reinforced Concrete: ' Inspected placement of reinforcing steel in.Stair'#1 5/18/79 ATE landing at 3rd floor, and 3rd floor pour strip and beams on Line "G" to "H" REG. HRS. 8.0 ' from 1 to 22 and Line 2 from ,, H,, to ,, K,, . Witnessed placement of approximately' H O.T. RS. ' 24.0 cubic yards of Mix 33-267 in above areas. Cast three test samples, marked REINSP.HRS. ' Broadway #109 A-B-C, with 5½" slump. Witnesséd..placement of approximately 14.0' INSPECTOR cubic yards .of Mix 33-266 in equipment 'pads and curbs previously inspected.. Cast three test samb'les, marked Broadway#1l0 A-B-C, with 5" slump. - (1) ' Broadway Department Stores, Attn: Kelly Towner REPORTED To: (1) Associated Architects and Planners (1) ,Johnson-and Nielsen Associates S ', (1) E .W. Hahn, 'Inc. (1) E.W. Hahn, Inc., Attn: Les Farra TESTING ENGIN City of Carlsbad ' ' REVIEWE$—, THC:kh ' '' . ' ' ' , ,, ' RS SAN DIEGO ,R.E. #12882 - .. ... -. J FORM 4 JP / rJi/ :TSting En gineers—San Diego • - - ''-''+ - It'Ll'!1 3467KurtzSt, P0 Box 80985, San Diego, Ca 92138 (714)225-9641 $i[ J 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 - REPORT OF COMPRESSION TESTS - File #572-2, Permit #78-6171,. P.O. #SP-105364 - DATE May- 1, 1979 JOB: The Broadway - -. . • . . . . • . - .. 22, 1979 ADDRESS: •- 2559 El Camino Real, Carlsbad, California OWNER: - Broadway Department Stores ARCHITECT: Associated Architects and Planners .. -. - -1 o REG. WT. CONCRETE 0 CORES - ENGINEER: Johnson and Nielsen Associates . - - - 0 LIGHT WT. CONCRETE Xla MORTAR CONTRACTOR: E.W. Hahn, Inc. . - - 0 GUNITE GROUT LADORATORY NUMBER C34-1384 • - MARK 0N SPECIMEN - . . Broadway #83 A - B ..- -•. C .. - . . . . LOCATION IN STRUCTURE - . Third floor, Line 1, 3rd lift •.. - . . . -. .. . BRAND OF CEMENT USED . Riverside, Type II - . . •. - - -. - BRAND AND TYPE OF ADMIXTURE . Lime . . . . . - - - . . . •. - SOURCE OF SAND Sorrento Sand Company . -. •; . - .. . SOURCE OF ROCK - - .. • . - - . - - . MIX PROPORTIONS OR NUMBER - 1 cement, 3 sand, 1/4 lime SUPPLIER (CONCRETE) - - . - . Job Mixed . - . - . TRUCK No. & TICKET No. . . - . - . . . . - t.i7y . SLUMP OR KELLY BALL TEMPERATURE OF AIR . .8Ulldjflg Pep TEMPERATURE OF MIXTURE . . . . . . . . SPECIMENS MADE By . . . . Testing Engineers-San Diego DATE MADE . ........•. April 24, 1979 DATE RECEIVED - . . . . .. -. .- April 26, 1979 - DATE TESTED - .1,1979 - ,May May22, 1979-. Stored & cured, . . - AREA. SQUARE INCHES . .- -. . - 3.14 -•. - 3.14 . - not tested ULTIMATE LOAD. LDS. . - . . . - . .7800 - . 9900 -. . . . . . CRUSHING STRENGTH LBS. PER. SQ. IN. . - : 2480 -. 3150 '. . . . - -• AGE TESTED. DAYS • - •- . - 7 . . - .28 UNIT WEIGHT. LBS. PER. CU. FT.. SPECIFIED STRENGTH - - . .- . . . 2400 psi . .... . REPORTED To - - . . .. .• . . . CLIENT (1) Broadway Department Stores, Attn: Kelly Towner -. .... . . .. - - (1) Associated Architects and Planners (1) Johnson and Nielsen Associates - . (1) E.W. Hahn, Inc. • . - . - . - . . . . .-- . . :(l) E.W. Hahn, Inc., Attn: Les Farra -. • . - . . . • - -. ,... . - of Carlsbad • • -: •.. TESTING ENGINEERS -• N DIEGO REVIEWED BY THC:kh • I • • • -- • •• - T.H. ChapmanfR.E. #12882 FORM 4 JR J4 Testing Engineers—San Diego 3467KurtzSt P0 Box80985,San Diego Ca 92138 (714)225-9641 1903 West Vista Way Unit B Vista California 92083 (T1 4) 758-3730 REPORT OF COMPRESSION TESTS •V -File #57272, Permit #78-6171, P.O. #SP-105364 . . DATE May 22, 1979 V JOB:' The Broadway 'ADDRESS: 2559 El Camino Real, Carlsbad, California OWNER Broadway Department Stores ARCHITECT: Associated Architects and. Planners '. .. o R. wi-. CONCRETE' 0 CORES ENGINEER: Johnson and Nielsen Associates 0 LIGHT WT. CONCRETE MORTAR CONTRACTOR: E.W. Hahn, Inc. . o GUNITE. . 0 GROUT LABORATORY NUMBER C34-1681 MARK ON SPECIMEN V Broadway. #107 A B . . C . . 'LOCATION IN STRUCTURE . Parapet wall, Line "K" at 4 BRAND OF CEMENT USED • - Riverside, Type II BRAND AND TYPE OF ADMIXTURE Lime Sand Company SOURCE OF ROCK . .. . . . ,' . . .• ,' . V •' ,, V V ' V V V V MIX PROPORTIONS OR NUMBER . - 1 cement, 3 sand, 1/4 lime V ' SUPPLIER (CONCRETE) . . . - Job Mixed . V •' V V . TRUCK No. & TICKET No: SLUMP OR KELLY BALL - . . - TEMPERATURE OF AIR 0 TEMPERATURE OF MIXTURE P SOURCE OF SAND .......Sorrento SPECIMENS MADE BY V Testing Engineers-San Diego VV V 14, 1979 . . . .. .. .• . DATE MADE ..........May DATE RECEIVED .. .. . . . . May 16, 1979 DATE TESTED May 21,-1979 AREA. SQUARE INCHES 3.14, ULTIMATE LOAD. LBS. . . . . 10980 CRUSHING STRENGTH LBS. PER. SO. IN. . 3500 AGE TESTED. DAYS . V 7 UNIT WEIGHT LBS PER Cu..rr SPECIFIED STRENGTH . '. . - 2400 psi . . . REPORTED TO: . . . . .' . . . CENT (1) Broadway Department Stores, Attn: Kelly Towner . ' ' , . , •, . , . , V V (1) Associated Architects & Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc (1) E.W. Hahn, Inc., Attn: Les Farra l.City of Carlsbad , ': , , TESTING. ENGINEERS - N DIEGO REVIEWED BY THC:kh .. ' V ' ' . ' '. ,T.H.Chapman'4'R.E. #12882' . FORM 4 TestiAg.Engineers—$ah Diego Il a)3467KurtzSt P0 Box80985 SanDiego Ca 92138(714)225-9641 J .1903 West Vista Way, Unit B, Vista, CalifOThiã 92083 (714) 758-3730 . . REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 •• : DATE April 30, 1979 JOB: The Broadway .: . :' . :. May 21, 1979 ADDRESS: 2559 El Camino Real, Carlsbad, California . . . . . OWNER: Broadway Department . '.. .' Stores '. .. . . ' ARCHITECT: Associated Architects and Planners . ... . 0 R. WT. CONCRETE 0 CORES ENGINEER: Johnson and Nielsen Associates . . . 0 Liwr WT. CONCRETE XX MORTAR. CONTRACTOR: E.W. Hahn, Inc. . . - '. a GuNIrE 0 GROUT LADORATORY NUMBER . " C34-1350 MARK ON SPECIMEN , : Broadway #81 A ' B . . C . , LOCATION IN STRUCTURE' . ', . Beam on Line 1 from "B" to "C" •' •. . . . . 0 BRAND OF CEMENT USED . •. . Riverside,. Type II . . . . •' . -. : BRAND AND TYPE or ADMIXTURE . Lime p . SOURCE or SAND .. '. . . •. .Sorrento Sand'Company . . . " ' i . SOURCE OF ROCK MIX PROPORTIONS OR NUMBER . .. '1' 1 cement, 3 sand, 1 /4 lime •. '' 2.? 1979 . '. SUPPLIER (CONCRETE) ' . . • ' Job Mixed (S'.I.T . - OR KELLY BALL TRUCK No. & Ticàr No. ' B CI4F?LS. ' ' ADSLUMP UI!ditjg Departm . . . TEMPERATURE or AIR . . . ' ., . ' . . ' ''' ' ent TEMPERATURE OF MIXTURE . F . ' ' ' •' ' ' . " ' SPECIMENS MADE BY . ... . Testing Engineers-San Diego- 23, 1979 - '.. ' . .. ,' . •, DATE RECEIVED . . , . April 24, 179 ' •• . . ' DATE TESTED .......... April 30, 1979 May. 21, 1979 ' Stored & cured, DATE MADE ' ., .....April AREA. SQUARE INCHES . . . . 3.14 ' . ' 3.14 - . ., , not 'tested ' ''• ' ULTIMATE LOAD. Lee. . . .' .. 7750 , , 12500 CRUSHING STRENGTH LOS. PER. SQ. IN. 2470 AGE TESTED. DAYS - . . . . , 7 28 UNIT WEIGHT, LBS. PER. Cu. IFT. • • : • • ,' • • • ' , ' • ' ,: '' ', ,. ', I , .1 SPECIFIED STRENGTH . . . . ' • • ' ' ' 2400 Psi ' REPORTED TO: , ,: , • ' ' • • • ' • ' ' • ., , CLIENT • '(1) Broadway Department Store's, Attn: Kelly Tôwner • • ' • , • (1) Associated Architects and Planners (1) Johnson and Nielsen Associates '(1) E.W. Hahn, Inc. • ' ' ' • ' ' • . . . • • ' ' ,• • ' . (1) E.W. Han,' Inc.., Attn: Les' Farra •'• Carlsbad • • • , ' 'TESTING ENGINEE - SAN DIEGO'. REVIEWED BY / " ' . THC:kh ' ' . • • ' ' • ' ' T.H.' Chapma4 R.E. #12882 FORM I PAGE 1. JP _____ • Testing Engineers—San Diego 3467KurtzSt P.O.Box80985 San Diego Ca 92138 (714)225-9641 I J 1903 West Vista Way, Unit B, Vista, California 92083 (714)758-3730 PAGE 1 OF LABORATORY NUMBER SD34-1704 INSPECTION REPORT DATE May 16, 1979 FILE: 572-23, Permit #78-6171, P.O. #SP-105364 ., ' General Inspection JOB The Broadway FABRICATOR OR ERECTOR: Kimball & Smith! Pitner & Zenor/Anning-Johnson CONTRACTOR E W Hahn, Inc ADDRESS:' 2559 El Camino Real.. Carlsbad.. California ' ' SHOP______ FIELD • ?QL PLANT DATE Reinforcing Steel ASTM A615, Grade 40 and '606 -- - 'VC REG. HRS. Concrete Mix: ' 33-266 0.8 sks., 3000 psi). ' ' U. T HRS 33-267 .(6 .8 sks , 4000 psi)... '' "i' 2. 797 REINSP. HRS. ', Grout Mix: PR-52 (7.0 sks., 2660 psi). ' ' ' ' ' Qp-' INSPECTOR Mortar Type "S" (2400 psi) Depa 3u11d RLS tt1fle' DATE 5/1/79 ' Reinforced Masonry: Inspected placement of reinforcing steel and buildiit REG HRS 8 of 3rd floor walls on Line "IC" from 6 to 7; Line 7 from "J" to "K", 1st lift; 0.T.HRs. Line "J" from 7 to 8, 2nd lift; Line 8 from "H" to "J", '3rd lift; 'and column REINSP.HRS ' and arch at stair wall and Line 2A, 3rd lift above lower beam. Cast three INSPECTOR mortar samples,' marked Broadway #97 A-B-C. Witnesséd'placement of J M -Lee approximately 18.0 cubic yards ,of grout in columns and arches on Line 1 from "A" to 'IC" to bottom of upper beam; and 3rd floor walls at Line 7 from "J" DATE ' , to "K", Line' "J" from 7 to 831 1st. lift, 2nd lift of Line 8 from "H" to "J", REG. HRS. , ' ' and Line, '"H", from 8 to 9. Cast three grout samples, marked Broadway. #98 0.'T. HRS. A-B-C REINSP HRS INSPECTOR ,Reinforced' Masonry: Inspected placement of reinforcing steel and building DATE ' .) /01 I ,, ,, of 3rd floor walls on Line K from 6 to 7, Line 7 from J,• to ,K , and HRS. 8.0 , • Line ".1" from 7 to 8; 1st lift of Line 2 from "3" to stair wall; and columns O.T.HRs. ' , and beam on Line 1 from "A" to "D" from 1st lift above arch. ' " ' .• REINSP. HRS. • ' ' ' ' ' ' ' ' 'INSPECTOR •• ' ' ' ' ' ' ' " ' ' ' ' •: ' '' • .' ' DATE ' 5/9/79 Reinforced Masonry: Inspected placement of reinforcing steel and. building .-' ' 'of 3rd floor wall for Stair #2 on Line "K" from 2 to 5, 1st lift; beam' REG. HRS. 0.0 ' ' 0TH 2 0' ' from lA to Stair #1 wall, 1st lift above arch, and Line H from 8 to 9 to REINSP HRS. top of parapet. Cast three mortar samples, marked'Broadway #99 A-B-C. Witnessed placement of approximately 27.0 cubic yards of grout in beam and INSPECTOR arch on Line 1 from "A" to "D", 1st lift above arch, Stair. #1 wall from 1A FORM I JP Testing Engineers 'San Diego''.. I, 3467KurtzSt ,PO Box80985 San Diego, Ca 92138 (714)225-9641 (9: 1903 West Vista Way, Unit 'B,, Vista, California 92083 (714) 758-3730' PAGE 2 OF 2 'LABORATORY NUMBER SD34-1704 ' 'JOB: The Broadway ' . DATE . May 16, 197.9 DATE 5/9/79 ' to top of arch; 1st lift of 3rd floor wall on Line "K" from 3 to. 6; and 2nd REG. HRS. (cont.) lift of 3rd floor wall on Line "K" from 6 to 7. Cast three grout samples, O.T.HRS. : . marked Broadway #100 A-B-C. ', .:... . ' . .. REINSP.HRS. ' ' Structural Steel: 'Inspected welding of connection 6/S-7; due to unsafe con- INSPECTOR , , dition, high-strength bolts were tightened with spud wrench and welded with 1/4" fillet around the connection. Three anchor reinforcing bars bent to; enter' column were repaired at bends. DATE ' 5/10/79 Reinforced Masonry: Inspected placement of reinforcing steel and building REG..HRS.' 8.0 of 3rd lift of 3rd floor wall on Line 2 from "J" to Stair #2 wall;' 2nd lift ,O.T."H RS. ' , . , ' of Stair #2 wall from Line "K" to 6K; topped out beam over arch on Line 1 REINSP.HRS. ' , . from "A" to "D"; and Line IA to Stair #1 wall,.4'-0" from top. Cast three' INSPECTOR : mortar samples, marked Broadway #101 A-B-C. Witnessed placement, of ' approximately 9.0 cubic yards of grout in 24" arch wall, from'lAto Stair #1 wall. Cast three grout' samples, marked 'Broadway #102 A-B-C. DATE ' Reinforced Concrete: Inspected reinforcing steel for placement, grade and REG.' HRS. size in cast-in-place Stair #1 slab and beams on 2nd floor. 0. T..HRS. ' ' ' ' ' .• ' ' ' ' REINSP. HRS. •, ' , ' ' ' ' . ' '. . f' ' ' ' ' ' " ' ' .. ' . INSPECTOR 'Reinforced Concrete': Inspected placement of reinforcing steel in 3rd floor DATE 5/11/79 REG. HRS. 8.0 ' Stair #2 slab and beams, and beam and pour strip on Line ,2 from "B" to "C", 0.T.HRS. , , and Line "D" at 1. Witnessed placement of approximately 27.0 cubic yards RE,NSP.HRS. , of Mix 33-267 in above areas and area inspected on 5 /10/79.. Cast three INspEc-roR , test samples,'marked Broadway #103 A-B-C, with 31-2" slump.' Reinforced Masonry: Inspected placement of reinforcing steel and building of 24'.' arch wall to top, IA to stair wall; 3rd floor wall on Line 2 at "J" DATE ' ' ' ' to stair wall; stair wall and Line "K" wall to Line 6, 4th lift. Cast three REG. .HRS.. ' mortar samples, marked Broadway #104 A-B-C. Witnessed placement of o:-r.HRs. ' ' approximately 25.0, cubic yards of grout in topping out of 24" arch wall REINSP.HRS. . '' , from Stair,#1 wall to lC. Cast three grout samples', marked Broadway #105 INSPECTOR . A-B-C. . DATE REG. HRS... 0.T. HRs. REINSP. HRS. INSPECTOR (1) Broadway Department Stores, ,Attn: Kelly Towner 'REPORTED TO: (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn, ..Inc. . (1) E.W. Hahn, Inc., Attn: Les Farra TESTING ENGINE -' SAN DIEGO —.4L)......City of Carlsbad , . . . ' REVIEWED BY. 'THC:kh ' ' , ' ' , ' T. H. ,Sapman, '.E. #12882' - - - : - - FORM I PAGE I JP Testing Engineers 'San Diego I, 3467 Kurtz St P0 Box 80985, San Diego Ca 92138 ,(71.4 225'964.1 LI J 1903 West Vista Way, Unit B, Vista, California 92083(714) 758-3730 PAGE -1 OF LABORATORY NUMBER SD34-1703 INSPECTION REPORT DATE May 16, 1979 FILE 572-2, Permit #78-6171, P.O #SP-105364 General Inspection JOB: The Broadway, - fl - FABRICATOR OR ERECTOR: Kimball & Smith/Anning Johnson/pitnor & ?enor/Cent Ind. Engr. CONTRACTOR E W Hahn, Inc ADDRESS: •2559 El Camino Real, Carlsbad, California - , SHOP______ FIELD_XXX PLANT______ DATE REG. HRS. 0. T. HRS. RE?NSP. HRS. INSPECTOR DATE 5/1/79 REG. HRS. 8.0 0. T. HRs. REINSP. HRs. INSPECTOR J.M. Lee DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: ASTM A615, Grade 40 and 60. -:- :- Concrete Mix: 337266 (5.8 sks., 3000 psi). '• 33-267 (6.-8 sks , 4000 psi) Grout Mix:. PR-52 (7.0 sks., 26,60 psi). Mortar Type "S" (2400 psi) Reinforced Concrete: Inspected reinforcing steel for placement, grade, and size in south three-fourths of penthouse slab. Witnessed placement of approximately 106.0 cubic yards of Mix 33-266 in pénthousé slab and equipment pads. Cast three test samples, marked Broadway #89 A-B-C, with 4" slump. Reinforced Masonry: Inspected placement of reinforcing steel and building of walls on 3rd floor, 4th lift to top of parapet on Line "A" and stair wall from Line 2 to 5. Cast three mortar samples, marked Broadway #90 A-B-C. Witnessed placement of approximately 18.0 cubic yards of grout in above wall, plus 5th lift on 2nd floor at Line 8 from "J" to "H", Line "J" from 7 to 8, Line 7 from "J" to "K", and Line "K" from 5 to 7 to 3rd floor. Cast three grout samples, marked Broadway #91 A-B-C. DATE 5/2/79 REG. HRS. 8;0 O.T.HRS. 0.5 REINSP. HRS. INSPECTOR' DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR Structural-Steel: Inspected plug welding of low roof. Welds were full size and per Type I and A. - - S - Reinforced Masonry: Inspected placement of reinforcing steel and building of wall on 3rd floor at Line 2 stair wall from "B" to roof, and column and arch at Line 1 at "C", 2nd 'lift above beam. Witnessed placement of approximately 23.0 cubic yards of grout in parapet wall, Line "A" from 3 to 7, Line 7 from "A" to "B", and Line "B" from 7 to 8, plus •stair wall. Cast three grout samples, marked Broadway #92 A-B-C. - - Reinforced Concrete: Inspected reinforcing steel for placement, grade, and size in area around elevator, stair and pour strip on Line "K" from 5 to 7. Rejected 1/3 of shear stud electrode welding on 3rd floor; approved after - corrections made FORM t JP Testing Engineers —San Diego.:: •' 3467KurtzSt P0 8ox80985 San Diego, Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758--3730. E 2 OF 2 LABORATORY NUMBER SD34-1703 JOB: The Broadway , S , DATE May 16, 1979 DATE 1 5/3/79 "REG. HRS. 8.0 : 0. T HRS. REINSP. HRS. 'INSPECTOR DATE REG. HRs. .., 0.T. HRs. REINSP. HRS. INSPECTOR DATE , 5/4/79, REG. HRS. 8.0 0.T. HRS. REINSP. HRS. INSPECTOR 'DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. . REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR einforced Concrete: ' lnspected and approved reinforcing steel in area round escalator.- Witnessed placement of approximately 80.0 cubic yards of ix 33-267 in escalator area and areas inspected 'on 5/3/79. Cast three test amples, marked Broadway #93 A-B-C, with 4½" slump. einforced Masonry: Inspected placement of reinforcing steel and building.-of olumns and arches on Line 1, 2nd and 3rd lifts above lower beam at Entry #1,, nd wall on Line '2 stairwall from Line "B" to top of parapet. Cast three ortar samples, marked Broadway #94 A-B-C ': .5 ' ' .. ' 'S ' ' S.. S•• S . einforced Masonry: Inspected placement of reinforcing steel and building f columns and arches at stairwall and Line 2A, 2nd lift above lower beam; tub wall on 2nd floor at7J to 3rd floor; and 1st lift of wall on Line "H", rom 8 to on 3rd'floor. Cast three mortar samples, marked Broadway #95' -B-C. Witnessed placement of approximately 12.0 cubic yards of grout in olumns and arches on Line 1 at Entry #1, 2nd lift above lower beam.. Cast hree grout samples, 'marked Broadway #96 A-B-C. (1) Broadway Department Stores, Attn: Kelly Towner. REPORTED To: (1) Associated Architects and Planners'. , : ' S ' '• S (1) Johnson and Nielsen Associates' (1) E.W. Hahn, Inc. ' •' ' . ' 5 5 5 (1) E.W. Hahn, Inc., Attn: Les Farra ' ' ' , TESTING ENGINE S - SAN DIEGO (1)-..City of Carlsbad • I , S REVIEWED THC:kh ' S S , •. ' T. . hapmanj R.E. #12882 roR.q 4 JP Testing Engineers 'San , Diego St., P.O. Box80985 SanDiego Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B Vista, California 92083 (714),758-3 730 REPRT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 DATE April 27, 1979 JOB: The Broadway . . .• S . May 18, 1979 ADDRESS 2559 El Camino Real, Carlsbad, California .'OWNER: Broadway Department Stores ARCHITECT Associated Architects and Planners RUG., WT CONCRETE 0 CORES ENGINEER: Johnson and Nielsen Associates . S o LIGHT WT. CONCRETE XXX MORTAR CONTRACTOR: E.W. Hahn, Inc. ' .. S a GuNIrE 0 GROUT 'LACORATORY NUMBER C34-1305 MARK ON SPECIMEN Broadway #78 A B C LOCATION IN STRUCTURE . . 3rd floor, rd lift, Line .7 from "A" to HBtt BRAND OF CEMENT USED - . Riverside, Type II ' . S - S • BRAND AND TYPE OF ADMIXTURE '• Lime SOURCE OF SAND Sorrento Sand 'Company SOURCE OF Rock .''..' '. S , S , S , . S ' S ' ' ' •'' ' S ' ' 'S 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 . - - ., TEMPERATURE OF MIXTURE SPECIMENS MADE By Testing Engineers-San Diego DATE MADE April 19, 1979 ,S DATE RECEIVED , - S - ' ' • April 20, 1979 DATE TESTED . -- . - '- April 26, 1979 May 18,. 1979 Stored & cured, AREA, SQUARE INCHES . -. ., 3.14 ' 3.14 ' 'not tested ULTIMATE LOAD. Lee. • - '- ' - , 6140 . , 8160 CRUSHING STRENGTH LOS. PER. SO. IN. ' 1960 , 2600 AGE TESTED DAYS 7 28 UNIT WEIGHT LOS. PER CU rr 'SPECIFIED STRENGTH • '- 5 5 5 2400 psi' . FORM 4 Testing Engineers—San Diegooy .. . ' . ...-+.'.' 3467KurtzSt,PO Box 80985 San Diego Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS Fi1e #572-2, Permit #78-6171, P.O. #SP105364 S S DATE . . May 181 .1979 JOB: The Broadway ADDRESS: 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores S 5 5 5 5 •... •: .. .. S 5 ARCHITECT: Associated Architects and Planners S 5 5 WT. CONCRETE 0 CORES ENGINEER: Johnson and Nielsen Associates S 5 .. Liin' WT. CONCRETE X( MORTAR CONTRACTOR: E.W. Hahn, Inc. .: . S ' GUNITE 5 . 0 GROUT LAEIORATORY NUMBER . . . C34-1624 MARK ON SPECIMEN . S Broadway #99 A B . S C LOCATION IN STRUcTURE . 1st lift, Line "I" at 4, third floor BRAND OF CEMENT USED - . .. Riverside, Type II BRAND AND TYPE OF ADMiXTuRE - Lime, SOURCE OF SAND . . .. . . Sorrento Sand Company SOURCE OF ROCK Mix PROPORTIONS OR NUMBER .. - 1 cement, 3 sand, 1/4 lime Mixed TRUCK No. & TICKET No. SLUMP OR KELLY BALL. . . .. S S .......S TEMPERATURE OF AIR . . . TEMPERATURE OF MIXTURE . . F SPECIMENS MADE B . . . . . Testing Engineers-San Diego SUPPLIER (CoNcRETE) ......Job DATE MADE . .: .. . . . . May 9,1979 DATE RECEIVED ....... ' May 11, 1979 . 16,".1979 ' . 5; .•. . S. ' S DATETESTED ..............May AREA, SQUARE INCHES . . -. 3.14 ULTIMATE LOAD. LOS.. . .. . - ' 4930 CRUSHING STRENGTH LOS. PER. SQ. IN. . 1570 AGE TESTED. DAY . . .. .• .. 5 7 . UNIT WEIGHT. LOS. PER. CU. PT. SPECIVIED STRENGTH .'' S 5 5 2400 psi S -. '. : • REPORTED To CLIENT (1) Broadway Department Stores,' Attn: Kelly Towner. , • ' .: : :: (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E W Hahn, Inc (1) -E .W. Hahn, Inc., Attn: Les Farra 555 r'4L ,City of 'Carlsbad 5. 5 5 • ' TESTING ENGINEE - SAN DIEGO. THC kh T H Chapm , R E #12882 FORM 4 jp Testing Engineers—San Diego. r' 3467KurtzSt P0 Box 80985, San Diego, Ca 92138 (714)225-9641 (J 1,903 West Vista Way Unit B Vista California 92083..-(714)758-3730 . REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 , DATE April 25, 1979 Jos The Broadway May 18, 1979 ADDRESS 2559 El Camino Real, Carlsbad, California OWNER:'Broadway Department Stores ARCHITECT: -Associated Architects, and Planners •' '' REG. WT. CONCRETE •o' CORES. ENGINEER: Johnson and Nielsen Associates ' ' ' '. LIGHT WT. CONCRETE XX MORTAR I CONTRACTOR: E.W. Hahn, Inc. '-' GuNIrE 0 Giour' LABORATORY NUMBER , C34-1304 MARK ON SPECIMEN :, , , Broadway #77 A .B , •. "". :' C LOCATION IN STRUCTURE , 3rd floor, 2nd lift, Line 8 from 'tB" to "C" , BRAND OF CEMENT USED . . . Riverside, Type II BRAND AND TYPE OF ADMIXTURE Lime SOURCE OF SAND - . . . Sorrento Sand Company SOURCE OF ROCK Mix PROPORTIONS OR NUMBER . .,l 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 SPECIMENS MADE By. . . . . Testing Engineers-San Diego DATE MADE .. ........April 18, 1979 DATE RECEIVED - ... '. . - .. . April 203, 1979 . . . DATE TESTED .' .. . . . . . April 25, 1979 May, 16, 1979 Stored & cured, '•' . .. . AREA. SQUARE INCHES - . . . . 3.14 . 3.14 . .. not tested ULTIMATE LOAD. Los. .. .. .' . , 6380 .' . . , 8450 CRUSHING STRENGTH LBS. PER. SO. IN. 2030 . 2690 AGE TESTED DAYS 7 28 UNIT WEIGHT LOS. PER Cu.FT SPECIFIED STRENGTH . . . . - . . . - . , .2400 psi , . . .. . . . REPORTED To CLIENT . (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E W Hahn, Inc (1) ' E.W.-Hahn, Inc.,' Attn: Les 'Farra (!City of Carlsbad TESTING ENGINEER SAN DIEGO REVIEWED BY THC kh T It. Chapm&t, R E #12882 S FORM 4 JP Testing Engineers —San Diego. 3467KurtzSt P0 Box80985 San Diego Ca 92138 .(714) 225-964.1 f 1 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 _REPORT OF COMPRESSION TESTS 0 •0 . File. #572-2 Permit #78-6171 P.O. #SP-105364 0 . DATE May 18, 1979 Joe:The Broadway ADDRESS: 2559 El Camino Real, Carlsbad, California OWNER Broadway Department Stores ARCHITECT: . Associated Architects and Planners 0 0• .000: 0 RUG. WT. CONcRETE 0 CORES .. ENGINEER;. Johnson and Nielsen Associates 0 0 LIGHT W. CONCRETE . XX MORTAR CONTRACTOR: E.W. Hahn., Inc.. 0 0 . 0 GuNITE . .. 0 GROUT LABORATORY NUMBER 0 b34-1632 MARK ON SPECIMEN 0 : Broadway #104 A 0 B C . 0 LOCATION IN STRUCTURE 0 Third floor, 4th lift, Line "K" at BRAND OF CEMENT USED . -. Riverside, Type II . .. 0 0, 0• BRAND AND TYPE OF ADMIXTURE Lime SOURCE OF SAND .. - - Sorrento Sand Company 0 SOURCE OF ROCK . - 0 • - 0 0 0 - MIX PROPORTIONS OR NUMBER . - 0 0 0 1 cement, 3 sand, 1/4 lime SUPPLIER (CONCRETE) . •. . - Job Mixed TRUCK No. & TICKET No. - - - . 0 : 0 0 •. SLUMP OR KELLY BALL 0 TEMPERATURE OF AIR F TEMPERATURE OF MIXTURE b F 0 0 0 0 SPECIMENS MADE BY ; Testing Engineers-San Diego 11, 1979 DATE RECEIVED - . •--- . May . 16, 1979 DATE TESTED May 18, 1979 DATE MADE ............May AREA SQUARE INCHES 3.14 ULTIMATE LOAD LBO.7890 CRuSHING STRENGTH LBS PER SQ IN 2510 AGE TESTED DAYS 7 UNIT WEIGHT LOS. PER cu..PT SPECIFIED STRENGTH •. 0• - 2400 psi FORM 10 JP r . Testing Engineers —San Diego . . .' I S 3467 Kurtz St P0 Box 8.0985, San Diego Ca 92138 (714)225-9641 r —J 1963 West Vista Way, Unit B, Vista, Ca!ifornia 92083 (714) 758-3730 .. FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS . PAGE TWO Permit #78-6171, P.O. #SP-105364 . . . . . . ... . . ... C JOB The Broadway I Mix No 33267 SPEC. 28 DAY STR 4000 Psi ADDRESS: 2559 El Camino, Real TY .. . . . . . . PT. 6.8 Scv SPEC. SLUMP 4 IN. Carlsbad, California . . . . E CEMEN . . . . •. . ADMIX Pozz 344 and MBAE 10 AGG SIZE IN * STORED & CURED. NOT TESTED . YEAR: 1979 . . . . ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE . . . .. . . OTHER . DATE C34 M CAST ODA LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY RESULTS MAILED 1206 . .4/11 3rd floor, Line 8 to9 from .' 5 3.080; 4280 60-day .*Disc. .4/20/79 "E" to. "F". Broadway #65 . : ... . . . .. 4/2.7/79. A-B-C Made by TESD 5/4/79 5/11/79 120.7 . .4/11 3rd floor, Line ,'.'E" to "F" . 5½. . . 3010 4390 .60-day *Djsc.. 5/18/79 from 3 to 4. Broadway #66 . . . .. . . . . . .. . A-B-C Made by TESD .1209 .4/12 Pour strip, Line 1 from . 5 . :2940 4140 60.-day. .*Disc. "C" to "D". Broadway #68 . . ., .. . .. . A-B-C Made by TESD 1213 4/13 . .3rd floor) Line "B"to "C" . 4½ . 2690 4240 60-day. .*Disc. from 8 to 9. Broadway #72 . . . . . . . A-B-C Made by TESD 1303 4/18 3rd floor, Line "D" to "E" 5 2760 (3820 from 1 to 2. Broadway #76 . . . . . : A-B-C Made by TESD .1349 4/20 2nd floor slab at.escalatOr. .. 5 2230 4030 . 60-day *Dl sc. Broadway #80 -A-B-C. Made . y .. ... . .. . . . . . . by TESD. 1386 4/25 2nd floor slab around Stair 4½ 3010 #2 Broadway #85 A-B-C Made by TESD 1511 5/3 . 3rd floor slab around ½ . 2690 . . . ., elevator. Broadway #93 A- . . . .. . ., . . .... . . . .. B-C Made by TESD (1) Broadway Department Stores, Attn: Kelly Towner ,.. .. .' . .. (1) Associated Architects and Planners - (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc.: . . . . . . . . . TESTING ENGINEE AN DIEGO (1). E.W. Hahn, Inc., Attn: Les Farra, . . REVIEW . . . . ... . . ty of Carlsbad .. . . . . ... . ..... / . . . . ...... . (1) Pre-MixedConcrete Company . . . .... . / .0 . .. THC kh T H1 Chapman, R E #12882 FORM 16 JP Testing Engineers—San Diego 110 3467 Kurtz St P.O.Box80985 San Diego Ca 92138 (714)225-9641 It J 1903 West Vista Way, Unit B, Vista, Califorhia 92083 (714) 758-3730 FILE NO_ 572-2 72-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE THREE Permit #78-6171, P.O.#SP-105364 ' JOB:. The Broadway MIX No 33-267 SPEC 28 DAY STR 4000 PSI ADDRESS 2559 El Camino Real TYPE ______CEMENT 6.8 Scv SPEC SLUMP 4* Carlsbad,' California ' ADMIX Pozz 344 and MBAE 10 AGG StzE IN YEAR. ,, 1979 STORED& CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI ' OTHER DATE LAB NO. DATE , C34 CAST MO. DA. ' ' LOCATION IN STRUCTURE 'SLUMP 7-DAY 28-DAY ' TEST 'RESULTS IN. , MAILED AGE 1631, 5/11 ' Stair #1 slab, 2nd floor. '3½ , , - 2970 ',,'. ''' 5/18/79 'Broadway #103 A-B-C. ,Made'. by TESD (1) , Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates ' ' ' " ' TESTING E I A-N DIEGO 0 (1) E.W'. Hahn, Inc. ,' ' ', ' ' ' 0 (1) :EW' Hahn, Inc., Attn: Les Farra , R D City of Carlsbad Pre I (1) -Mixed Concrete Company / , , T.H. Chap n,, R.E. #12882 , THC kh YORM 16 JP Testing Engineers San Diego 3467 Kurtz St P0 Box80985 San Diego Ca 921.38 ,(714) 225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 . FILE No. 572-2 SUMMARY 'OF COMPRESSION TEST RESULTS PAGE. THREE Permit #78-617131 P.O. #SP-105364 .. JOB:, The Broadway . . . Mix No._PR52 . GROUT sPc: 28-DAY .STR._2660 Psi ADDRESS: 2559 El Camino Real . . . TYPE R-II_ CEMENT 7.0 SCY SPEC. SLUMP 9-11 IN. Carlsbad, California . •. . . . . .. . ADMIX Pozz 344 and Sika AGG SIzE 3/8 . . . . - . . STORED & CURED. NOT TESTED YEAR: 1979 .. . . . ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE . . . OTHER - DATE CAST C34 MO.DA. LOCATION IN STRUCTURE . SLUMP 7-DAY 28-DAY T RESULTSIN. AGE MAILED 1212 . 4/13 1st lift above 2nd floor, ---- . 1660 2940 60-day *Disc.. 4/20/79 Line -"J" to "K". Broadway . . -- . -- . ... -- . 4/27/79. #71 A-B-C Made by TESD..5/4179 1240 4/16 Stair #2, 2nd lift, 2nd --- 2040 3540 60-day *Disc 5/11/79 floor. Broadway #74- A-B-C. . . . .. . . ... .5/18/79 Made byTE.S,D. •- : . .. .. .- . . 1269 4/17 3rd floor, Line 1 from"D" ,---- 1910 3260 .• 60-da *Disc. to "E".- . Broadway #75. A-B- . . . . ., . .. ... .. . ... C Made by TESD 1366 4/19: 3rd floor, 2nd lift, Line - ---. 1720 . 2610 . .. 8 from "B" to "C". Broadway -. . . .: . . . .. #79 A-B-C. Made by TESD. . . . . :. . . . . 1351 4/23 Beam on Line 1 from "B" --- 2040 to "C". Broadway #82 A-B- . . . . . . . . . . C Made by TESD 1385 4/24 2nd floor, Line 8 from "J" --- 2150 to "H", 3rd lift Broadway #84 A-B-C Made by TESD 1388 4/25 3rd floor, Line "A" from --- 1710 .4 to 5, 1st lift. Broad- .: . . . . . . way #87 A-B-C Made by .. . . TESD. 1421 4/26 Line 1 from "D" to I?,II 4th --- 1930 -lifti, Broadway #88 A'B-C. .. -- Made by TESD. (1) Broadway Department Stores, Attn: Kelly Towner (1) - -Associated Architects and Planners. (1) Johnson and Nielsen Associates (1) - E.W.. Hahn, Inc. . - . - -. - - TESTING.ENGINE . SAN DIEGO - - -(1) E.W. -Hahn, Inc., Attn: Les Farra - - - - - : . REVIEWED City of Carlsbad THC kh T H Chapman, R E 412882 S FORM 16 JP • . Testing Engineers—San Diego 'H •• .'. • ' if 0 3467KurtzSt P0 Box80985,San Diego Ca 92138 (714)225-9641 r j 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 FILE No. _572-2 SUMMARY OF COMPRESSION TEST RESULTS . PAGE FOUR Permit #78-6171, P.O. #SP-105364 . .. Joe: : The Broadway . ., I Mix No._PR52 GROUT •Spc 28-DAY STR. 2660 Psi ADDRESS 2559 El Camino Real TYPE R11 CEMENT _7_0 SCY SPEC SLUMP 911 IN Carlsbad California . . . Pozz. 344 and Sika 3 /8 ADMIX. . AGG. -SIZE IN. STORED &CURED. NOT TESTED - YEAR: 1979 ' S. ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB NO. DATE . ________ HER CAST LOCATION IN STRUCTURE SLUMP 7-DAY 26.DAY TEST RESULTS MAILED C34 MO. DA. . IN. AGE 1470 5/1 Parapet wall, Line "A" from 1820 .: , 5/11/79 6 to 7 Broadway #90 A-B- 5/18/79 C Made by TESD : 1510 5/2 Parapet wall, 'Line 1 from --- 2350 .. . : . "D" to. "G". Broadway #92 A-B-C Made by TESD 1513 5/4 2nd lift, arches on Line 1 --- 2080 at Entry #1. Broadway #95 . •' .. .. " . .. . A-B-C. Made by TESD. . . . . . . .. .. . . . ... . •,. 1571 5/7 Column at Line 1 at "C", . --- 1930 2' to below top beam Broadway #98 A-B-C. Made . . . . ". . . . by TESD 1625 5/9 3rd floor, Line "K" at 6 --- 1760 Broadway #100 A-B-C. Made . . ... . . . . ..' .. •.. by TESD 1630 5/10 Beam 1A 'to stair wall, 5' --- 1930 below top Broadway #101 A-B-C Made by TESD 1633 5/11 Arch wall, Line 1A to stair- --- 1950 wall, top of wall. Broad- . :• . . •. • . .. • . way #105 'A-B-C. . Made by • . ,' : . . TESD (1) Broadway Department Stores, Attn: Kelly Towner (I) Associated Architects and Planners (1) :Johnson and Nielsen Associates (1). E.W. Hahn, Inc. •. . . . . .'. . . TESTING ENGIN R SAN DIEGO •' (1) E W Hahn, Inc., Attn: Les Farra REVIEWED 14City of Carlsbad . . • J i,,: •, . THC kh IH Chapian, R.E. #12882 PORN 41 ,JP I "Testing Engineers—San Diego pl * 3467KurtzSt P0 Box80985 San Diego, Ca 92138 (714)225-9641 2S r 1 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #572-2, Permit 478-6171, P.O. #SP105364 '. DATE May 11, 1979 JOB The Broadway ADDRESS 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores ARCHITECT: ' Associated Architects and Planners ' "' ,' o REG. WT. CONCRETE ' 0 CORES ENGINEER: Johnson and Nielsen Associates •.' 0 LIGHT WT. CONCRETE XC MORTAR 'CONTRACTOR E.W. Hahn, Inc. ' 0 GUNITE ' 0 GROUT LABORATORY NUMBER C34-1512 MARK ON' SPECIMEN ' , Broadway #94 A : B - 'C' ' LOCATION IN STRUCTURE ' 'Entry #1, corner, column, 2nd lift above beam BRAND OF CEMENT USED . . : Riverside, Type II •-' ' ' BRAND AND TYPE OF ADMIXTURE • SOURCE OF SAND - ..• Lime Sorrento Sand Company SOURCE OF ROCK . •. ' ' 'MAY: 15 MIX PROPORTIONS OR NUMBER - 1 cement, 3 sand, 1/4 lime ",y- ,SUPPLIER (CONCRETE) - TRUCK No. & TICKET No. - . - - Job Mixed ' ' ,. ' MY OF CA £a ' ' BUI/Jj1 "-SB40 SLUMP OR KELLY BALL.' - ', . - ' ' ' . ' •, ' ' ,• •. . - g Departmü TEMPERATURE OF. AIR . - F TEMPERATURE OF MIXTURE SPECIMENS MADE By .,. - •- Testing Engineers-San Diego . ' : .'- ., '• DATE MADE •. ., . . .' . 'Nay 3, 1979 . ' ' •' •' DATE RECEIVED •' --.--- May 4, 1979 , . ' . , '• ' " ' . DATE TESTED - ' - -. : May 10, 1979 . • ' ' AREA. SQUARE INCHES - 3.14 ' .' ' ' ' ' ". . ULTIMATE LOAD Lee'. 5140 ' CRUSHING STRENGTH LBS. PER., SQ. IN. 1640 . , , •' ' ' . " ' ' ' ' ' AGE TESTED. DAYS - . - ' 7 UNIT WEIGHT. LBS. PER. CU. rr. . ' ' ' SPECIFIED, STRENGTH . . 2400 psi REPORTED To:* CLIENT (1) Broadway Department Stores, Attn: Kelly Towner : s" : --', ,, ' . ". , ;• (1) Associated Architects and Planners '(1) sJohnson & Nielsen Associates ' '. • ' • . ' (1) E.W., Hahn, Inc. ' •. ' ' ' •,. • ' " .• (1) E.W. Hahn,. Inc.,, Attn: Les Farra fIty of Carlsbad • '' TESTING ENGINEERS - SAN DIEGO ' ' • •• ' : • • REVIEWED BY. ' • .. • ' THC.kh , ' . • T. H. Chapman, R.E. #12882 . FORM 4 JP Testing Engineers—San Diego 4c 3467KurtzSt P.O.Box 80985, San Diego, Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B Vista California 92083 (714) 758-3730 - REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 DATE April 23, 1979 Joe: The Broadway May 14, 1979 ADDRESS: 2559 El Camino Real, Carlsbad, California - . OWNER: Broadway Department Stores .• ARCHITECT Associated Architects and Planners ' 0 R. WT. CONCRETE 0 CORES. ENGINEER; Johnson and Nielsen Associates :. 0 LIGHT WT. CONCRETE XX MORTAR CONTRACTOR: E.W. Hahn, Inc. 0 G'UNITE 0 GROUT LABORATORY NUMBER C34-1241 MARK ON SPECIMEN : Broadway #73 A B -. C , LOCATION IN STRUCTURE Stair #2, 2nd lift of wall at 2nd floor - ... BRAND OF CEMENT USED . Riverside,- Type II •-- BRAND AND TYPE OF ADMIXTURE Lime 1 C SOURCE OF SAND Sorrento Sand Company V SouRce OF ROCK M,iy Mix PROP oRTIoNS OR NUMBER . 1 cement, 3 sand, 1/4 lime SUPPLIER CONCRETE . . . . Job Mixed . II V OP ç. TRUCK No. & TICKET No; - . - - .. 1111d1 IA RLSBII SLUMP OR KELLY BALL. - . . . BAD .. - flg -- •. TEMPERATURE OF AIR •. . - •F . : TEMPERATURE OF MIXTURE: . F SPECIMENS MADE BY .. . .- Testing Engineers-San Diego 16, 1979 . . . . . DATE RECEIVED ...... - - April 17, 1979 . . . . . DATE TESTED ......... . - April 23, 197.9 May 14, 1979 .. -Stored & cured,' DATE MADE ........April AREA, SQUARE INCHES . . . - 3.14 . 3.14 . - not tested . . . . ULTIMATE LOAD. Les. - . . 10380 16640 : CRUSHING STRENGTH LOS. PER. SQ. IN 3310 5300,--" -AGE TESTED.' DAYS ......... 7 - .- 28 UNIT WEIGHT. LOS. PER. CU. r-r. SPECIFIED STRENGTH . .' . . - 2400' psi : .. REPORTED To: CLIENT - (1) Broadway Department Stores, Attn: Kelly Towner - - . -• '. 0 ' :..'., (1) Associated Architects and Planners (1) Johnson and Nielsen Associates' (1) E.W. Hahn, Inc. (1) E.W. Hahn, Inc., Attn: Les Farra of Carlsbad - - - - TESTING ENGINEERS DIEGO. - ZR - THC.kh 0 T Chapma , R E #12882 - . FORM 4 r i Testing Engineers—San Diego 3467KurtzSt,P0 Box 80985, San Diego, C&,92138- (714)225-9641 1 J 1903 West Vista Way Unit B Vista, California 92083 (714) 758-3730 - REPORT OF COMPRESSION TESTS ' File #5722, Permit #78-6171, P.O. #SP-105364 .. DATE May 11, 1979 . . ' JOB:.. . The Broadway . .. . ... '• •' ADDRESS. 2559 El Camino Real, Carlsbad, California OWNER Broadway Department Stores ARCHITECT: Associated Architects & Planners .0 REG. WT. CONCRETE '0 CORES ENGINEER: Johnson & Nielsen Associates ':.• '.,., :0 LIGHT WT. CONCRETE XXX MORTAR CONTRACTOR: E.W. Hahn, Inc. . 0 GUNITE 0 GROUT LABORATORY NUMBER . C34-1514 . MARK ON SPECIMEN Broadway #96 A B : .: c . . LOCATION IN STRUCTURE 1st lift, Line "H" from 8 to 9, 3rd floor BRAND OF CEMENT USED - .' . Riverside, Type II BRAND AND TYPE OF ADMIXTURE Lime SOURCE OF SAND '. . •.. . Sorrento Sand Company '•', . .' '1.' SOURCE OF ROCK . fr MIX PROPORTIONS OR NUMBER . • 1 cement, 3' sand, 1/4 lime '. 414Y 70 Mixed TRUCK No. & TICKET NO. . . .' . : • 0,P " SLUMP OR KELLY BALL. ,•. .' . . . . . . ' .. TEMPERATURE OF AIR . . •. °F , - ' . . •, '' - , g '1e TEMPERATURE OF MIXTURE . 'I' . ' ' . -• ...', . ,: . .. Ot SPECIMENS MACE BY : Testing Engineers-San Diego , .: , '•. ' SUPPLIER (CONCRETE) ........Job '4, 1979 : .: ,, •• DATE RECEIVED . . . •'. . . May 7, 1979 • , . DATE TESTED May 11, 1979 DATE MADE ' ..May AREA. SQUARE INCHES . . - . .3.14 ., . •• '• " . . . . ' S ULTIMATE LOAD. ,Les. . .-, .' . 6900 ' - CRUSHING STRENGTH LBS PER. SO IN 2200 AGE TESTED. DAYS 7 UNIT WEIGHT. LBS. PER CU. FT. - " . . .• .. . ''' , .- . -5- . S 'SPECIFIED STRENGTH ' - . . •. . ' 2400 psi '- FORM 4* JP Testing Engineers—San Diego .. 3467KurtzSt P0 Box80985 San Diego Ca 92138 (714)225-9641 i J 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730..- REPORT OF COMPRESSION TESTS File #57272, Permit #78-6171, P.O. #SP-105364 . . DATE April 20, 1979 JoB: . The Broadway : . . . .. May. 11, 1979 ADDRESS 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores : . . .. . 'ARCHITECT: Associated Architects & Planners f. •. . . D R. WT. CONcjrrE 0 CORES ENGINEER: Johnson and Nielsen Associates . . . .. .. . . 0 LIGHT WT. CONCRETE XJ(MORTAR CONTRACTOR: E.W. Hahn, Inc. . . . . . . . o .GUNITE . . 0 GROUT LABORATORY NUMBER . C34-1211 . . .. . .. .. . MARK ON SPECIMEN : Broadway #69 A . . B C LOCATION IN STRUCTURE . . Second floor, 3rd lift, Line "D" to "E" .. BRAND OF CEMENT USED . . . Riverside, Type II BRAND AND TYPE OF ADMIXTURE - Lime . . . . . . . . SOURCE OF SAND . . . . - . Sorrento Sand Company . . .• .. SOURCE OF ROCK MIX PROPORTIONS OR NUMBER . - SUPPLIER (CONCRETE) . . .. . .1 cement, 3 sand, 1/4 lime . Job Mixed . .. MAY TRUCK No. & TICKET NO .. - • - . . . •. . 41979 SLUMP OR KELLY BAli.. . . . . / '9L TEMPERATURE OF AIR .. •- TEMP.E.ATURE OF MIXTURE ' . . . . . g 77 SPECIMENS MADE By . . Testing Engineers-San Diego DATE MADE ...........April 1979 . . .• . 1979 . PATE RECEIVED ............April DATE TESTED. ........... April 19, 1979 May. 10, 1979 Stored& cured, AREA. SQUARE INCHES . S..- 3.14 . 3.14 not tested ULTIMATE LOAD. LBS . . . 10420 . 12340 . .. . . CRUSHING STRENGTH LSS. PER. SQ. IN 3320 3930• AGE TESTED. DAYS ....... 7 28 . UNIT WEIGHT, LBS. PER. CU. FT. . . . . . . •. . . . . . . .. SPECIFIED STRENGTH . . . : 2400 psi . . . •• REPORTED To CLIENT (1) Broadway Department Stores, Attn: Kelly Towner •' ... . . . (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. . . . .. . . . . E.W. Hahn, Inc., Attn: Les Farra . . . 1! City of Carlsbad ,7'7 . . •. TESTING ENGINES - SAN DIEGO. R.E.. #12882 FORM 18 Ji it Testing Engineers—San Diego • :. fl'D 3467KurtzSt,PO Box 80985 San Diego, Ca 92,138 (714)225-9641 rL 7JJ 1903 West Vista Way Unit B, Vista California 92083 (714) 758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS. PAGE FOUR Permit #78-61712 P.O. #SP-105364 . JOB The Broadway Mix No 1'52 GROUT SPEC 28 DAY STR 2660 IDE, ADDRESS 2559 El Camino Real TYPE _R11 CEMENT 7 0 SCY SPEC SLUMP 911IN Carlsbad California Pozz.344andSika 3/8 ADMIX. . AGG. SIZE IN. STORED & CURED NOT TESTED YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE . OTHER DATE C34 CAST - LOCATION IN STRUCTURE SLUMP 7-DAY 28.DAY TEST RESULTS MAILED MO. DA. . IN. AGE 1470 5/1 Parapet wall, Line "A" from 1820 - . 5/11/79 6 to 7 Broadway #90 A-B- C Made by TESD 1510 5/2 Parapet wall, Line 1 from --- 2350 "D" to "G" Broadway #92 A-B-C Made by TESD 1513 5/4 2nd lift, arches on Line 1 --- 2080 at Entry A. Broadway #95 A-B-C Made by TESD (1) Broadway Department Stores, Attn Kelly Towner (1) Associated Architects and Planners (1) Johnson-and Nielsen Associates -- . . . . . (1) E W Hahn, Inc TESTING ENGIN R SAN DIEGO (1) E W Hahn, Inc., Attn: Les Farra REVIEWED It of Carlsbad J '7 THC kh 1 H Chapan, R E #12882 . FORM 10 JP Testing Engineers —San Diego• 3467KurtzSt, P0 Box 80985, San Diego, Ca 92138 (714)225-9641 r 1 1903 West Vista Way, Unit B, Vistà;California92083 (714) 758-3730. .. -- FILE No. 5 72-2 SUMMARY OF COMPRESSION TEST RESULTS :- PAGE. THREE :- Permit #78-617131 P.O. #SP-105364 . - . . JOB: - The Broadway . . Mix No. SPEC. GROUT Spc. 28-DAY STR._2660 p, ADDRESS: 2559 El Camino Real .. - TYPE R-II_CEMENT 7.0 - SCY SPEC.-SLUMP 9 -11. -----IN. - Carlsbad California - . - - . - •- - -- ADMIX. Pozz.-_344 and Sika AGG. _318__ STORED & CURED. NOT TESTED YEAR: . 1979 - - 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 1212 4/13-: 1st lift above 2nd floor, --- - 1660- 2940. 60-day *Disc. - 4 /20/79 - - - - Line "J" to "K". Broadway - - -- - - - 4/27/79 - - - #71 A-B-C. - Made -by- TESD. 5/4/79 1240 4/16 Stair #21 2nd lift, 2nd - - --- 2040-. : : - - - - -- - .5/11/79. - - - . - floor. Broadway #74 A-B-C. - - - Made by TESD. 1269 4 /17 3rd floor, Line 1 from "D" : 1910 - -- . to "E". Broadway #75 A-B- . - - . . ..- . - - - . . •.. . - - - . C. Made by. TESD. -- - - .-•. - - - S -- 1306 4/19 3rd floor, 2nd lift, Line . --- 1720 - . .. . 8 from "B11 to "C". Broadway - . #79 A-B-C.. Made by TESD. 1351 4/23 Beam on Line 1 from' "B" - --- 2040 - to "C". Broadway #82 A-B- . - .. - .. .. - . . . . C. Made by TESD. 1385 4/24 2nd floor, Line 8 from "J" --- 2150 - . • . : . to "H", 3rd lift. Broadway . . • . . - -, .- - #84 A-B-C. - Made by TESD. 1388 4/25 3rd floor, Line "A from - --- 1710 - 4 to 5., 1st lift. Broad- - . •- - - way #87 A-B-C. Made by - TESD. - • -.. - -. . . - - - - - -- . . . .- 1421 4/26 Line .1 from '!D" to "G", 4th - --- 1930 - . . lift. Broadway #88 A-B-C. - - . - •. . . - - '• - .. . . - ..... -, - Made by TESD. -. (1) -Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners - - . . -. . . •- - . . . - . - (1) Johnson and Nielsen Associates (1) - E.W. Hahn, Inc. . - - • TESTING ENGINE SAN DIEGO • -- (1) E.W. Hahn, Inc., Attn: Les Farra - REVIEWED 1P lcity of Carlsbad - - - . - - -. -• . - • . - .• • -- - THC:kh . • - - -• S - - . - • : T.H. Chapman, R.E. #12882 • - - . FORM 15 JP rr -iJ Testing Engineers —San Diego DOLL] ' •. 3467KurtzSt P0 Box80985 San Diego, Ca 92138 (714)225-9641 1 1 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758'3730 FILE No. 572-2 . SUMMARY OF COMPRESSION TEST RESULTS PAGE—TWO Permit #78-6171, P.01.#SP-105364 . . . JOB: The Broadway , .' . S . Mix No. PR-52 GROUT SPEC. 28-DAY STR.__26.60Psi ADDRESS: .2559 El Camino Real TYPE __Ru_ CEMENT _____________ Sc's' SPEC., SLUMP 911 IN. Carlsbad, California . . .. . . .. . . . . .. . ADMIX. Pozz. 344 and Sika AGG. SIZE.j8__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 . TEST RESULTS ' MAILED C34 Mo. DA. . IN. AGE 982 3/23 Top of wall, Detail 4/s-1. --- ' 1560 3420.. 60-day *Disc. ' 3/30/79 Broadway #44 A-B-C. 'Made ' . ' . ' ' I16/79 by TESD. 10.16 3/26 . 2nd lift, 2nd floor, Line. ', --- " 1510.. 3380 60-day *Disc. 10 at "G". Broadway #48 A-B-C. Made by TESD. 1040 3/30 ' 1st lift, Line "A" from "C", --- 1450 3160 60-day. *Disc. to "A". Broadway #50 A-B- . ' ' ' • ' C. Made by 'TESD. 1109 4/4 ' Lin 1 'from "C" to "H", --- 1890 3390:. 60-day Disc. - , 2nd lift. Broadway #54 , A-B-C. Made by TESD. 1.112 4/5 Line 2 from "J" to "K" to ' '--- . 1930 3490 0-day *Disc. .2nd flàdr. Broadway #58 A- B-C. Made by TESD. 1205 4/10 ' 4th lift, 2nd floor walls, --- 2320 3600' 60-day *Disc. 'Line 8 from "B" to "C". Broadway #64 A-B-C. Made by TESD., 1208 ' 4/11 3rd 'lift on 2nd floor, ' --- 1550 2590 ' Stair #1. wall. Broadway #67 A-B-C. 'Made by TESD. 1210 ' 4/12 2nd floor, Line 1 from "D" --- 2010 3980 60-day *Disc. - to "E". Broadway #70 A-B- ç• Made by TESD. 4/13 /79 4/20/79 4 /2 7/79 5/4/79 5/11/79 (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates 'S (1) E.W. Hahn, Inc.. (1) E.W. Hahn, 'Inc., Attn: 'Les Farra City of Carlsbad THC:kh TESTING ENGI ER AN DIEGO REVIEWED' BY ' 4. T. d. Chapm , R.E. #12882 ' . FORM 16 j 1J Testing Engineers—San Diego 0 iS 3467KurtzSt P0 Box 80985, San Diego Ca 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California. 92083 (714) 758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #78-6171, P.O..#SP-105364 Jos The Broadway MIX No PR-52 GROUT SPEC 28 DAY STR 2660 PSI ADDRESS 2559 El Camino Real TYPE ______CEMENT .7 .0 Scv SPEC SLUMP IN Carlsbad California' ADMIX'.Pozz 344 and Sika AGG SIZE IN YEAR: 1979 * STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI . OTHER SLUMP 7-DAY 28-DAY •. RESULTS DATE MAILED LAB NO. C34 DATE CAST MO.DA. . . LOCATION IN STRUCTURE IN.AGE 629' 2/23 Wall, Line "H" from 8 to 9, ' -'-- 2420 3540' 60-day *Disc; .3/2/79 . 1st lift. Broadway #17 A- . . . S 3/8/79 B-C. Made by TESD 3/16/79 3/23/79 663 2/27 Line "A" to "G" at 105%' 3rd —.-- 1780- 3070" 60-day *Disc. 3 /30/79 lift Broadway #22 A-B- 4/6/79 • C. Made by TESD. ., . , : ., . 4/13/79 5/11/79 743 3/6 Line "A" from 6 to 7, 2nd --- ' 1770,. 2550," 60-day 3660 lift. Broadway #28 A-B-C. .. . . , . .. Made by TESD 861 3/9 ' ' 2nd floor, Line 10 from "C". --- . " 1610 3130 - 60-day *Disc. . to "D". Broadway #33 A-B- ' . . . . .. . C Made by TESD 3/12 ' 3rd lift, loading dock wall --- . .1410 2720 ' 60-day *Disc. at Line 7-. Broadway #36 A- B-C. Made by TESD 880 3/13 1st lift, Line 2 from "A" --- 1530 2990 60-day *Disc to "B". Broadway #37 A-B- . . . . . . . C Made by TESD 943 3/15' Wall, Line 8' from "H" to , --- ' 1260 3240., 60-day *Disc. dock wall at 2nd floor Broadway #40 A-B-C Made by TESD 947 . 3/16 Line to loading dock at --- 1340. 2760 '60-day *Disc. parapet. Broadway #42 A-B- C Made by TESD (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners - (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. (1) Mr. -Les Farra of Carlsbad TESTING ENGINEER SAN DIEGO REVIEWED BY s. THC:kh - '. - S -- - " - •' - - - : •', ., T.H. tChapman/R.E. -#12882 -, FORM 16 JP Testing Engineers—San. Diego . = 3467KurtzSt P0 Box 80985,San Diego Ca 92138 (714)225-9641 1 1. 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO Permit. #78-6171, P.O. #SP-105364 JOB The Broadway Mix No 33-267 SPEC 28 DAY STIR. 4000 Psi ADDRESS: 2559 El Camino Real . : TYPE ______CEMENT 6.8 SCY SPEC. SLUMP 4 IN. Carlsbad California • . . ' ADMIX Pozz _344andMBAE 10 AGG SizE STORED & CURED. NOT TESTED . . YEAR: . 1979 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 106 4/11 3rd floor, Line 8 to 9 from 5 3080 4280 60-day *Dlsc. 4/20/79 "E" to "F".. Broadway #65 . . . .. 4/27/79 A-B-C Made by TESD 5/4/79 5/11/79 1207 4/11 3rd floor, Line "En to "F" 5½ .3010- 4390: 60-day *Disc. from 3 to 4 Broadway #66 A-B-C Made by TESD 109 4 /12 Pour strip, Line 1 from 5 2940 4140 60-day Disc. . "C" to "D" Broadway #68 .A-B.C. Made by TESD. • : . .. .. 1213 4/13 3rd floor, Line "B" to "C" 4½ 2690 4240 60-day *Disc. from 8 to 9. Broadway #72 . . • A-B-C. Made by TESD. 1303 4 /18 3rd floor, Line "D" to "E" 5 2760 from 1 to 2.. Broadway, #76 A-B-C Made by TESD 1349 4/20 2nd floor slab at escalator. 5 34- 2230 Broadway #80 A-B-C. Made by TESD 1386 4/25 2nd floor slab atound Stair. 4½ 3010 #2 Broadway #85 A-B-C Made by TESD 1511 5/3 3rd floor slab around 4½ 2.690 - • elevator. Broadway #93 A- • . . S I B-C Made by TESD -(1) Broadway Department Stores, Attn: Kelly Towner : S . • (ii) Associated Architects and Planners - AVIIJ (ii) Johnson and Nielsen Associates : : • S • (ii) E.W. Hahn, Inc., •. S - S TESTING ENGINEE AN DIEGO (11) E.W. Hahn, Inc., Attn: Les Farra •. Rviw 4l4.,ity of Carlsbad •. • • • • . • • (1) Pre-Mixed Concrete Company THC:kh • • ••. S . T.H. Chapman, R.E. #12882 S FORM le JP Testing Engineers—San Diego 3467KurtzSt P.O.Box80985 San Diego, Ca 92138 (714)225-9641 r J 1.903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730. . FILE No. 572-2 . SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE. Permit #78-6171, P.O. #SP-105364 . . . . . . '.. . JOB The Broadway Mix No 33-265 SPEC 28 DAY STR 2500 p, ADDRESS 2559 El Camino Real TYPE CEMENT SCY SPEC SLUMP ______IN Carlsbad, California . ..• ...,. , . . . . . .. . .. PozZ. 344 .' 1 ADMIX. . ' AGc. SIZE IN. STORED & CURED NOT TESTED YEAR: 1979 . . . ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE . . . . . OTHER DATE C34 MO. '' LOCATION IN STRUCTURE '. SLUMP 7. DAY 28-DAY TEST RESULTS MAILED O. DA. . . . IN. AGE 946 3/16 .. ' First floor slab, 'Line "D" 5 1500 2830 60-day .Disc. . ' 3/23 /79 at 8 Broadway #41 A-B-C 3/30/79 Made by TESD. . .' . . . . .:• . . . ' •. 4/13/79 4/20/79 .980 3/23.': First floor slab, Line "B" 5 '. ' 1950" 3640 .. 60-day *Disc. 5/4 /79 at 6 Broadway #45 A-B C 5/11/79 Made by TESD 981 '3/23 . First floor slab, 'Line "J" . 5 1630; .2940 60-day *Disc. at 4 'Broadway #46 A-B-C. Made by TESD. 1106 '4/3 ' First floor slab, Line . 5½' 1890 3150 60-day. *Disc. . at 6. Broadway #51 A-B- ' , . . . .•. . . . . C Made by TESD 1111 4/5 . First floor slab,. Line t1JU •, 4 ' 1770 2870 60-day Disc. : to "K" from 7 to 8. . ' ,. ' : : , . • Broadway #56 A-B-C Made by TESD 4/10. . 1st floor, Line "J" to "K" .' --- • 1770. 2920..' 60-day *Disc.. • from '2 to 4. Broadway #62 ' • . . ' .• . . , A-B-C Made by TESD 1 (1) Broadway Department Stores,' Attn:. Kelly Towner ., . • .. .. . •' . . . (1) Associated Architects & Planners (1) Johnson & Nielsen Associates . . . . .' . • ... . .. /. . . • , (1) E.W. Hahn, Inc. ' . ' . . • • . , TESTING ENGINEE .JSAN DIEGO ' (1) Mr. Les Farra ' ''' • . . . . .. ' . REVIEWE / • ' . bCity of Carlsbad THC:kh ' " . . , ' ., . ' . . • ' T.H. Chapman, R.E. #12882 • FORM 16 JP Testing Engineers—San Diego I, 3467KurtzSt,PO Box 80985, San Diego Ca 92138 (714)225-9641 r 1 1903 West Vista Way,-.Unit B, Vista California 92083 (714).758-3730 FILE No. 5 72-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE. ONE Permit #78-6171, P.O. #SP-105364 . . . Jos The Broadway Mix No.33-266 L W SPEC 28 DAY STR 3000 Psi ADDRESS: 2559 El Camino Real' TYPE CEMENT 5.8 ScY SPEC. SLUMP 4 IN. Rocklite Carlsbad, California : . . .. ADMIX. Pozz..344 & NBAE AGG. SIZE 400. IN. *STORED& CURED. NOT TESTED YEAR: 1979 . . . . ,. . . 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 1468 • 5/1 Penthouse slab. Boádway . 4 •• • 1980-. • • • . .• . . 5/11/79 #88 A-B-C Made by TESD (1) Broadway Department Stores, Attn; Kelly Towner • . -. • -. .• (1) Associated Architects & Planners (1) Johnson and Nielsen Associates.. • • : .. •- • (1) E.W.' Hahn, Inc. . ••- •. -; . • • . TESTING ENGI EER .AN DIEGO (1) 'E .W. Hahn, Inc..'Attn: Les Farra REVIEWED BY - City of Carlsbad • • - • . • - •• • - . - ••• (l 'Pre-Mixed Concrete Company C THC kh T H Chapman/ R.E. #12882 1 : . . FORM 4 J P IM/1own)Testing gin —San Diego : 3467KurtzSt,PO Box 80985, San Diego Ca 92138 (714)2257 9641 7 1903 West Vista Way Unit B Vista California 92083 (714y -.758-3 730 REPORT OF COMPRESSION TESTS Fite #572-2, Permit #78-6171, P.O. #SP-105364 DATE May 8, 1979 JOB: The Broadway ADDRESS: 2559 El Camino Real, Carlsbad, California .. .• OWNER: Broadway Department Stores ARCHITECT Associated Architects and Planners 0 REG. WT. CONCRETE 0 CORES ENGINEER: Johnson and Nielsen Associates .. • 0 LIGHT W. CONCRETE X) MORTAR CONTRACTOR: E.W. Hahn, Inc. . . .0 GUNITE 0 GROUT LADORATORV NUMBER C34-1469 MARK ON SPECIMEN . Broadway #89 A B. -. - . . C . . . LOCATION IN STRUCTURE Parapet wall, Line 'tAt' from 5 to 6 . .• . . BRAND OF CEMENT USED - •- Riverside, Type II .. . . BRAND AND TYPE OF ADMIXTURE • Lime . •, : •0 SOURCE OF SAND • •.• - Sorrento Sand Company . . . €C SOURCE OF ROCK . . . - .. . . . . . . b . MIX PROPORTIONS OR NUMBER . • SUPPLIER 1 cement, 3 sand, 1/4 lime . MAY 9.7979' - (CONCRETE) - - • Job Mixed . • . TRUCK No. & TICKET No. . . . CITY OF .CAR S . . . . . . . BUildj,pc, D LSBA TEMPERATURE OF AIR . . . . V . . . .. . V Q epartment TEMPERATURE OF MIXTURE •P SPECIMENS MADE By . . . . Testing Engineers-San Diego V •• •• .. V SLUMP OR KELLY BALL ...... . DATE MADE . . . . '. - . - May 1, 1979 DATE RECEIVED ......".. . May . 2, 1979 . .. .. . DATE TESTED . ...... . . . May 8, 1979 AREA. SQUARE INCHES . . . . 3 ]4 .ULTMATE LOAD. Les.' . . . . 7160 CRUSHING STRENGTH LOS. PER. SQ. IN. 2280 .. V •. . V V AGE TESTED. DAYS . ........ . 7 . UNIT WEIGHT. LBS. PER. CU. FT. •. V V V V • V SPECIFIED STRENGTH . .. . V 2400 psi REPORTED To: CLIENT . (1) Broadway Department Stores, Attn: Kelly Towner . . . "V. - •• (1) Associated Architects and Planners (1) Johnson & Nielsen Associates (1) .E.W. Hahn,- Inc., , V -': • (1)' E.W. Hahn, Inc., Attn: Les Farra of Carlsbad DIEGO w In TESTING EWNGINEE7R- AN REVIEWED BY. T HC: kh - T.H. Chapman, R.E. #12882 FORM 4 - .2 P Testing Engineers San Diego,O+ç 1. II.! 3467 Kurtz St,PO Box 80985, San Diego, Ca 92138 (714)225-9641 1 J 1903 West Vista Way Unit B Vista California 92083 ,(714).'758-3730 REPORT OF COMPRESSION TESTS - File #572-2, Permit #78-6171, P.O. #SP-105364 DATE April 17, 1979 Joe: The Broadway 0 -' •- " May 8, 1979 ADDRESS: 2559 El Camino Real, Carlsbad, California OWNER Broadway Department Stores ARCHITECT: Associated Architects and Planners REG. WT. CONCRETE 0 CORES ENGINEER: Johnson and Nielsen Associates 0 LioHr WT. CONCRETE )QX MORTAR CONTRACTOR: E.W. Hanb, Inc. '. o GUNITE . ' 0 GROUT LABORATORY NUMBER ' C34-1204 MARK ON SPECIMEN --- Broadway #63 A , B ' LOCATION IN STRUCTURE. East corner column, 4th lift BRAND OF CEMENT USED . . •.. Riverside, •Type II ' ' --• ' 'BRAND AND TYPE or, ADMIXTURE . Lime SOURCE OF SAND Sorrento Sand Company 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 SPECIMENS MADE By . '. ,. . Testing Engineers-San Diego DATE MADE . . . ' . ' . ' . - April 10, 1979 -' 13, 1979 DATE TESTED ......... 'April 17, 1979 ' May ' 8, 1979 ' Stored & cured, DATE RECEIVED ' ..... ....... April AREA. SQUARE INCHES 3.14 3.14 , not tested 'ULTIMATE LOAD. Lse . . . . , 6260 , ', 101,60 CRUSHING STRENGTH LBS. PER. SQ. IN -, ' 1990 ' 3240 -'AGE TESTED. DAYS - . .' - . . . .' 7 - ' UNIT WEIGHT. LOS. PER. CU. , -' 28 SPECIFIED STRENGTH . . 2400 psi REPORTED To: CLIENT - (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates -(1) - E.W. Hahn, Inc. . - E.W.' -Hahn, Inc., Attn: es Farra. - (l,ity of Carlsbad - ' - ' TESTING ENGINEER ,- SAN DIEGO REVIEWED BY / - - THC:kh ' '- ' ' '', ' - ' ' '- ' -T.li. Chapmafi, R.E. #12882 - ó FORM 4 JP 1- Testing EAginèers—San Diego -. I , 3467 Kurtz St P.O.Box80985 San Diego Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS Pile #572-2- Permit #78-6171, P.O. #SP-105364 . - . DATE . April 13, 1979 Jos The Broadway May. 7, 1979 ADDRESS 2559 El Camino Real, Carlsbad, California OWNER Broadway Department Stores ARCHITECT Asocjated Architects and Planners . 0 REG. WT. CONCRETE 0 CORES ENGINEER: . Johnson and Nielsen Associates . . . : 0 LIGHT WT. CONCRETE X.X MORTAR CONTRACTOR: E.W. Hahn, Inc. . . . . . . 0 0 GUNIrE 0 GROUT - LADORATORY NUMBER . C34-1119 .. . . . .- . . MARK ON SPECIMEN . - Broadway. #61 A .B c . . .. .. : LOCATION IN STRUCTURE . West corner column, 3rd lift ;0 BRAND OF CEMENT USED .• Riverside, Type II . ..- R .. . BRAND AND TYPE OF ADMIXTURE . Lime OF SAND . .. . • . . . . .. . 00 •0 IDSOURCE .. SOURCE OF ROCK. . -. . . . . . . . . . . . . Miy8 .. . . . 0 • 19,79 . Mix PROPORTIONS OR NUMBER . .- 1 cement, 3 sand, 1/4 .limetir. ,-SUPPLIER (CONCRETE)........ CITY . Job Mixed . ' OF''' . . TRUCK No. & TICKET No. . . . . BUIlding LSB,4D. . . SLUMP OR KELLY BALI. •. .. . . L . . . . . . TEMPERATURE OF AIR ........ TEMPERATURE or MIXTURE P . . . . . . . . . . SPECIMENS MADE By . Testing Engineers-San Diego . . . . DATE MADE . . . . . . .- April 6, 1979 DATE RECEIVED. . . . . .; . April 10, 1979 . . . . 13. l979 . May., 4, 1979 . -Stored & cured, .AR..SQUARE INCHES . . • 3.14 . ...3.14 . - not tested . DATE TESTED .............April ULTIMATE LOAD. Les. . . . .. 6080 . 11520 . . . . . . . CRUSHING STRENGTH LBS. PER. SQ. IN. 1940'.,* 3670 . . . .. . .AGE.,TESTED. DAYS . . . . . -- . 7 . . ' .28. UNIT WEIGHT LOS. PER CU rr SPECIFIED STRENGTH . . . . . . . . 2400 psi REPORTED To: CLIENT (1) Broadway Department Stores, Attn: Kelly Towner. --(1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc.. . . . . .. . - . . (1) E.W. Hahn, Inc ., Att :.Les Farra . . . . . . . . . . . . 0 City of Carlsbad I 0 . TESTING ENGINEERS AN DIEGO 0 . . .. .. .- REVIEWED BY. THC kh T H Chap n, I82 - - S FORM PAGE.I JP r -J Testing EngineersSan DiegoMW lo 3467 Kurtz St P0 Box 80985, San Diego, Ca 92138 -(714)225:-9641 1 J 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 PACE 10F2 LABORATORY NUMBER SD34-1545 INSPECTION REPORT -- DATE• April 27, 1979 FILE: 572-2, Permit #78-6171, P.O. #SP-105364 General Inspection JOB: The Broadway .' FABRICATOR OR ERECTOR: Kimball & Smith/Pitnor '• & Zenor/Cent.Indust. Engr./Anning'-Johnson CONTRACTOR E W Hahn, Inc ADDRESS: 2559 El Camino Real, Carlsbad, California SHOP______ FIELD ' PLANT DATE Structural Steel: ASTM A36. '. REG. HRS. Bolts: •,,., 'ASTN A325' (high-strength). 0 O.T.H RS. ' 'Electrodes: AWS E7016 and E7018. REINSP.HRS. ' ' Concrete Nix: 33-267 (6.8 sks., 4000 psi). INSPECTOR .' Grout Mix: PR-52 (7.0 sks., 2660 psi). S Mortar: -'. , Type "S" (2400, psi). Certified Welders: R. Ozoskey, W.' Short, P. He DATE ' .' S , ' R.. Ikster, J. Garcia.' S MAY? 1979 0. T. HRS. REiNsp. HRS. CITY OF CARLSBAD' INSPECTOR Building Department 2 ' Reinforced Masonry: Inspected placement of reinforcing steel & building DATE 3/79 masonry wall on 3rd floor, Line 1. from "D" to "G", 1st lift; west entry REG. HRS. .0 beam on Line 1 from "A" to "C"; 2nd floor, 3rd lift on Line "K" from 5 to O.T.HRS. 7,, Line 7 from "J" to "K", and Line "J" from 7 to 8. Cast three mortar REINSP. HRS.* . samples, marked Broadway #81 A-B-C, at beam on Line 1 from' "B" to "C". INSPECTOR , ' Witnessed placement of approximately 27.0 cubic yards of grout on 3rd floor,. J.M. Lee ' • , ,, ,, ,, . ,, ,, "Line 1 from 'D, to G 31 1st lift, and west entry beam on Line 1 from A to "C". Cast three grout samples', marked Broadway #82 A-B-C,, at beam on Line 1.' DATE ' ' ' Structural Steel: 'Inspected plug welding on roof deck at Line 2 to 7 from REG., HRS. '• , "A" to "C". Electrode oven failed to, work again. ,Welders used electrodes 0. T. HRS.from new box. Welds were full size with no visual defects. REINSP. HRS. INSPECTOR, -' • ' ' , ' ' ' ' ' - - ' DATE - ' 4/24/79 'Structural Steel: 'Inspected welding of elevator supports to weld plates per REG. HRS. 80 ' Detail 21/S-8. Inspected plug welding on struts and pick-up on deck. All H " " marked plugs were repaired, completing plug welding on top, roof decking'. - 0. T. , Reinforced Masonry:' Inspected, placement of reinforcing steel and building,. REINSP.HRS.,. , . . - masonry wall on 3rd floor, Line 1 from "D" to "G"; and Line "A" and stair. INSPECTOR - wall, 19t lift, frdm- Line. 2 to 5. Cast three mortar samples, marked Broadway #83 A-B-C. at 3rd floor, Line'1,3rd lift. Witnessed placement of approximately I FORM I Jp 1'_—J Testing Engineers—San Diego :' ' '•' 1r 3467Kurtz St, PO. Box 80985, San Diego Ca 92138 (714)225-9641 _1 1903 West Vista Way Unit B Vista, California 92083 (714) 758-3730 PAGE 2OF2 LABORATORY NUMBER SD34-1545 JOB: -The Broadway DATE April 27, 1979 DATE 4/24/79 18.0 cubic yards of grout in 3rd lift at Line 8 from "J"i to "H"; Line "J" ,REG. HRS. (cont.) from 7 to 8 at 2nd floor; east stair wall, and Line "K" from 2 to 5 to .3rd .0.T.HRS: 1. . floor. Cast three grout samples, marked' Broadway #84 A-B-C, at 2nd floor, REM Sp. HRS Line 8 from "J" to "H", 3rd lift INSPECTOR ReinforcedConcrete: Inspected placement of reinforcing steel in 2nd floor ' 4/25/79 DATE 8 o slab arojnd Stair #2, slab and topping around elevator, and i t floor slab REG.-HRS. HRs 'J.-' in ,ateá around Stair #1. Witnessed placement of approximately 30.0 cubic O.T.HRS. : ' yards of'concrete, i n-above areas. Cast three test samples, marked Broadway REINSP , HRS• ; ' #85 A-B-C, with-02 slump. ... ' INSPECTOR '. ' Reinforced Masonry:'Inspected placement of reinforcing steel and building masonry wall at 3rd floor 'on Line !'A" from 3 to 5, 2nd lift. 'Cast ,three mortar samples, marked Broadway #86 A-B-C, on Line "A" from 3 to 4. Witnessed DATE placement of approximately 18.0 cubic yards of grout in 1st lift at 3rd floor REG. HRS '. on Line "A" from 3 to 5; Stair #1 wall; columns and beam to top of beam; - ' ' Line 1 stair wall to Line "C"; and 3rd lift on Line 1 from '!D" to "C" 3rd Line RE,NsP. HRS. ' , ' floor.'. Castthree grout samples, marked Broadway #87 A-B-C, at 3rd floor', Line "A" from 4 to 5, 1st lift. , INSPECTOR ReinforcedMasonry: Inspected placement of reinforcing steel in stair wall DATE ' 4/26/79 HRS - PEG '8 o and,Line "A" wall from 2 to 5, 3rd lift on 3rd floor; and Line 8 from "H" o T HRS. 05 ,' to "J", 'Line "J" from 7 to 8, Line 7 from "J" to "K", and Line from 6 to ' ' to 3rd floor. Witnessed placement of approximately 18.0 cubic'yards of - REINSP HRS. grout, in 3rd floor walls on Line "A" from 3 to 5; stair wall to Line 2; and' NSPECTOR ' 4th lift on Line 1 from "D" to 'u". Cast three grout samples, marked Broad- way #88 A-B-C, from 4th lift-on Line, 1 from "D" to' 'u". ' ' ' , Structural Steel: Inspected side seam welding at Line 1 to 5 from "A" to ' "' DATE "D", completing top roof deck welding. REG. HRS .0.T.HRS. REINSP. HRS. INSPECTOR Reinforced Inspected placement of reinforcing' steel and building - DATE 4/21/79_j 55* " masonry wall on Line ,"A" and stairwall from 2 to 5, 4th lift on 3rd floor. R H Reinforced Concrete: Inspected placement of reinforcing steel in north 0TH:: quarter-of penthouse slab. RENSP. HRS.- INSPECTOR *' Hours prorated with other work. (1) Broadway Department Stores,"Attn: Kelly Towner' REPORTED To (1) Associated Architects and Planners (1) Johnson and Nielsen'Associates (1) E.W. Hahn Inc. (1) E.W. Hahn: Inc., Attn: Les Farra TESTING ENGINE SAN SAN DIEGO of Carl sbad THC kh 4/27/79" 5/4/79 5½ 3010. 5 '2940 4½ 2690 . Cl 5, 2760 '5 -4 2230 Ift Bui.RLAb.. $ FORM 18 JP ' r Testing Engineers—San Diego 3467KurtzSt P0 Box 80985, San Diego Ca 92138 (714)225-9641 r J 1903' West Vista Way, Unit B, Vista,'Califorliia' 92083 (714) 758-3730 . FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS' PAGE. TWO Permit #78-6171, P.O. #SP-105364 . . . JOB:' The Broadway - . Mix No. 33-267 sc. 28-DAY STR. '4000 Psi ADDRESS: 2559 El Camino Real TYPE _CEMENT_6.8 Scv SPEC. SLUMP 4 IN.. Carlsbad, California ADMIX. Pozz. 344 and MBAE 10 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 . TEST MAILED C34 MO. DA. . IN. . AGE ' RESULTS 1206 4 /11 3rd floor, Line. 8 to 9 from 5 3080. . 4/20/79 "E"' to "F" Broadway #65 'A-B-C. Made by TESD. 1207 4/11 3rd floor, Line "E" to "F" from 3 to 4. Broadway #66 A-B-C. Made by TESD. 1209 4/12 ' Pour strip, Line 1 from "C" to "D". Broadway #68 A-B-C. Made by TESD. 1213 4/13 3rd floor.,' Line "B" to "C" from 8 to 9. Broadway #72 A-B-C. Made by TESD. 1303 ' 4/18 .3rd 'floor, Line ."D" to "E" from 1 to 2. Broadway #76 A-B-C. Made by TESD. -1349'. 4/20 2nd floor slab at escalator. Broadway #80 A-B-C. Made' by TESD. 1386: 4/25 .2nd floor' slab atound Stair #2. Broadway #85 A-B-C. Made by TESD. 432, ' 3010 (1) Broadway Department Stores, Attn: Kelly Towner (1) . Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. (1) E.W. 'Hahn, Inc., Attn: Les Farra City of Carlsbad ' .. (1) Pre-Mixed Concrete Company THC:kh ' . . , TESTING ENGINEE AN DIEGO REVIEW T. H! Chapman, R.E. #12882 FORM se JP Testing Engineers—San Diego . . S . r=- 3467KurtzSt P0 Box80985,San Diego Ca 92138 (714)225-9641 1903 West Vista Way,UnitB, Vista, California 92083 (714) 758-3730 FILE No. _572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE. THREE Permit #78-6171,P.O. #SP105364 JOB The Broadway Mix No PR-52 GROUT SPEC 28 DAY STR 2660 Psi ADDRESS: 2559 El Camino.Real TYPE R-II_CEMNT 7.0 SCY SPEC. SLUMP 9-il IN. Carlsbad California ADMIX. Pozz. 344 and Sika AGG. Siz 3/8 IN STORED & CURED. NOT TESTED YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB NO. DATE CAST LOCATION IN STRUCTURE SLUMP 7.DAY 28-DAY TEST RESULTS MAILED C34 MO. DA. IN. AGE 1212 4/13 1st liftabove 2nd floor, --- 1660 Line "J" to "K". Broadway 4/27/79 #71 A-B-C Made by TESD 5/4 /79 1240 4/16 Stair #2, 2nd lift, 2nd --- 2040 floor. Broadway #74 A-B-C. Made by TESD 1269 4 /17 3rd floor Line 1 from "D" --- 1910 to "E" Broadway #75 A-B- C. Made byTESD. 1306 4/19 3rd floor, 2nd lift, Line --- - . 1720 8 from "B" to "C". Broadway #79 A-B-C Made by TESD 1351 4/23 Beam on Line 1 from "B" --- 2040 to "C" Broadway #82 A-B- C Made by TESD 1385 4/24 2nd floor, Line 8 from "J" --- 2150 to "H" 3rd lift. Broadway #84 A-B-C Made by TESD 1388 4/25 3rd floor, Line "A" from --- 1710 4 to 5, 1st lift. Broad- way #87 A-B-C Made by TESD 1421 4 /26 Line 1 from "D" to "G", 4th - -- 1930 lift Broadway #88 A-B-C Made by TESD (1) Broadway DepartmentStores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (I) E.W. Hahn, Inc. • • •. S TESTING ENGINE SAN DIEGO (1) E.W.,Hahn, Inc., Attn:Les Farra • • -• - REVIEWED . • • ty of Carl sbad TL1007 • S • • S THC kh T H Chapman, R E #12882 . FORM SO JP Testing Engineers—San 'Diego '.,.. 17AP/1 3467KurtzSt,PO Box80985 SanDiego Ca 92138 (714)225-9641 J 1903 West. Vista Way, Unit B, Vista, California 92083 (714) 758-3730' FILE No., 572-2 , '' SUMMARY OF'COMPRESSION TEST RESULTS ' PAGE TWO Permit #78-6171,.P.o.#sP-105364 JOB The Broadway Mix No PR-52 GROUT SPEC 28 DAY STR 2660 Ps, 'ADDRESS: 2559 El Carnino Real , . ' ' Tv,p__Ru CEMENT ' 7.0 Scv SPEC. SLUMP 9-41 IN. Carlsbad, California ' ADMIX Pozz 344 and Sika AGO SIZE i8IN. 197 9 ' ' ' •. ' ' ' ., ' STORED'& CURED. NOT TESTED •' ' ' ' YEAR: ULTIMATE COMPRESSIVE STRENGTH. PSI ' _' DATE LAB NO. DATE , ' ' ' ,OTHER C34 ' CAST ' ' ' LOCATION IN STRUCTURE SLUMP 7. DAY 28-DAY TEST RESULTS - MAILED IN. AGE 982 3/23 ' Top of wall, Detail 4/S-1. --- ' ' 1560' 3420.' 60-day. *Disc. 3/30/79 Broadway #44 A-B-C. Made , . ' ' . ' ' ,. . '' 4 /6 /79 by TESD.'.4/13/79 4/20/79 1016 3/26 :2nd lift, 2nd floor, Line --,- 1510. 3380 60-day' *Disc. '4/27/79 10 at "G".• Broadway #48 , ' ' ' ' .' ... ... ' . 5/4 /79 .A-B-C Made by TESD. ,. 1040 ' 3/30' , 1st lift, Line "A" from "C" --- ' ' 1450 .' 3160: 60-day Disc. to "A". Broadway #50 A-B- 'C. Made by TESD. 1109 4/4 ',' 'Line l.-from "C" to "H", .' . --- , 1890 ' 33,90. - 60-day Disc.' 2nd lift. Broadway'#54 A-B-C Made by TESD 1112 4/5 Line 2 from "J" to "K' to -- 1930 . 3490' 0-day *Disc 2nd floor. Broadway #58 A-. 'B-C., Made by TESD*. .1205 ' 4/10 4th lift, 2nd floor walls, ' --- 2320 Line 8 from "B" to "C". Broadway #64 A-B-c Made by TESD 1208 4/11 3rd lift on 2nd floor, --- 1550 Stair #1 wall. Broadway #67 A-B-C Made by TESD 1210 4/12 2nd floor, tine 1 from "D" --,-, 2010 to "E". ' Broadway #70 A-B- C Made by TESD '(1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E.W.Hahn, Inc.. , . ' ' ' ''' ' ' ' . TESTING ENGI)IEER . AN DIEGO (1) ' E.W. Hahn "Inc., Attn:,Les Farra ' . , ' , ''REVIEWED BY// City of Carlsbad cEjif_ THC kh T if' Chapmfi, R E #12882 FORM to JP Testing .nginer—• San Diego . 3467KurtzSt P0 Box80985 San Diego Ca 92138 (714)2257-9641 r -J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #78-6171, P.O. #SP-105364 . JOB: The Broadway Mix No 33265 SPEC 28 DAY STR 2500 Psi ADDRESS: 2559 El. Camino .Rel . . . Tvp _CEMENT 5.1 Scv SPEC. SLUMP i. Carlsbad, California Pozz. 344 : ' 1 ADMIX. AGG. SIZE AN. STORED & CURED. NOT TESTED . . . YEAR: 1979 .. . . . S ULTIMATE COMPRESSIVE STRENGTH, PSI ., LAB NO. DATE OTHER. DATE. .. c34 M CAST LOCATION IN STRUCTURE ,. SLUMP 7-DAY .28-DAY TEST RESULTS MAILED O. DA. . IN. AGE 946. 3/16 First floor slab, Line "D" 5 . 1500. 2830 60-day *Disc. . 3/23 /79 at 8. Broadway 1/41 A-B-C. . . . •. . . . . . .. , . . . 3/30/79 Made by TESD 4/13/79 4/20/79 980 3/23 First floor slab, Line "B".: 5. ...1950., .3640 60-day *Disc. . 5/4/79. at 6. Broadway, #45 A-B C. . , . . . . . . . .. . . .. . .. . Made by TESD .981 3/23 First floor slab, Line "D" '5 1630 2940 : 60-day *Disc. - at 4. Broadway #46 A-B-C. . .. . ... .. . Made by TESD 1106 -4/3 - : -First floor slab, Line "C'1 5½ 1890 3150 •60-day- *Disc. . .. at 6. Broadway #51 A-B- . . . . .. . . . C Made by TESD .1111 . 4/5 First floor slab, Line "J".. . 4: 1770 2870 , 60-day . . - to -"K" from 7 to 8. Broadway #56 A-B-C Made by TESD 1203 4 /10 1st floor, Line "J" to "K" --- 1770 from 2 to 4. Broadway #62 A-B-C. . Made by TESD. (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects & Planners (1) : Johnson & Nielsen Associates (1) E.W. Hahn, Inc.. . .. . : . . . . . TESTING E'NGINEE AN DIEGO ' (1-) Mr. Les Farra S S REVIEWE . 55 City of Carlsbad THC kh T.-H. Chapman, R E #12882 FORM 4 . J Testing Engineers—San Diego. ..• .. 3467KurtzSt P0 Box80985,SanDiego Ca 92138 (714)225-9641 r —J 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #572-2., Permit #78-6171 .P.O.#SP-105364 . DArE April 16, 1979 JOB The Broadway May 4, 1979 .ADDRESS: 2559 El Camino Real, Carlsbad, California z. OWNER:. Broadway Department Stores ARCHITECT: Associated Architects and Planners 0 R. WT. CONcRrE' 0 CORES ENGINEER Johnson and Nielsen Associates 0 LIGHT WT. CONCRETE XJ MORTAR CONTRACTOR: E.W. Hahn, Inc. S 0 GuNiTa 'D.GRour LADORATORY NUMBER . S C341113 MARK ON SPECIMEN S Broadway #57 A B LOCATIONIN STRUCTURE' ". 2nd floor walls, list lift, Line 8 from "B" 'to "C" .. S BRAND OF CEMENT USED . - . ,'''"• . : Riverside, Type II S BRAND AND TYPE OF ADMIXTURE - Lime SOURCE OF SAND - . . . Sorrento Sand Company. .. S ,• 5 5 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 or MIXTURE SPECIMENS MADE BY - . . Testing Engineers-San Diego . .. . , . DATE MADE . . . . - -. . . April. 5, 1979 DATE RECEIVED ........ - April 6, .1979 . S. . . DATE TESTED - • - -. . .- April 12, 1979 May, 3, 1979 Stored and cured, AREA, SQUARE INCHES ' . . . . .3.14 314 . no t. tested ULTIMATE LOAD. LBS. . •. . 6360 . . 10230 CRUSHING STRENGTH LBS PER Q IN 2030 3260 AGE TESTED DAYS 7 28 UNIT WEIGHT LBS PER CU PT SPECIFIED STRENGTH . . . . . 2400 psi . . . . .. . . FORM le JP .•. r J' Testing Engineers—San Diego 3467KurtzSt P0 Box80985, San Diego, Ca 92138 (714)225-9641 I, J 1903 West Vista Way Unit B Vista California 92083 (714).758-3730 FILE No. 572-1 2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #78-61712 P.O. #SP-105364 . S . JOB: The Broadway : .• Mix No. 33-267 •SPEC. 28-DAY STR. 4000 Psi ADDRESS: 2559 El Camino Real TYPE ______CEMENT_6.8 Scv SPEC. SLUMP 4 IN. Carlsbad California . . •••.. .. ADMIX. Pozz. 344 and ME 1.0 AGo. SIZE.—IN, . . . . .. . . STORED & CU RED. NOT TESTED YEAR: i7 . . ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB NO. DATE . . . OTHER C34 M CAST O. DA. LOCATION IN STRUCTURE SLUMP 7.DAY 28-DAY E5 RESULTS . MAILED . 722 3/5 . .2nd floor, Line "C" -to "H" . IN. AGE 4 .2480.. 96O/ 60-da.E5)0 3/16/79 : from 6 plus 12 to 10. Broad . •. .3/23/79 way #24 A-B-C. Made by TESD. . : . . . . . . ..•• .•. 4/6 /79 • : . . . . . . . . . . . . . .5 ••.. . . .. . . 4 /13/79 741 3/6 . 2nd floor slab, Line "C" to 5½ 2670 '4100.. 60-day *Disc. 5/4/79 on Line 6. Broadway . . .. .. .. . . . - #26 A-B-C. Made by TESD. 858 3/8 2nd floor, Line 5-to 6 from 5½ 2790 4440. 60-day *Disc. . . "J" to "H". Broadway #30 . . . . A-B-C... Made by TESD.. 862 . 3/12 2nd floor slab, Line "J" . .5 2740 4330. 60-day *Disc. at 5, 4th pour. Broadway . .• .. . .. . . #34 A-B-C Made by TESD 1108 4/4 2nd floor, ca'st-in--place 4 2440 . : slab around Stair A. . . .. .500 .. . .. S Broadway #53 A-B-C. Made . . . . . . . -• . • . •. . by TESD. .1118 . . 4/ 3rd. floor topping slab; Line . 5 .2550 4280 60-day *Disc. "H" to "J" from 4 to 5. . . . •.. . ,. . Broadway #59 A-B-C. Made' by . . . •.. . . . .. TESD. • . .. • . 1120 4/6 Cast-in-place beam, Line 9 4½ 2370 3890 at "G" Broadway #60 A-B- C Made by TESD (1) Broadway Department Stores, Attn: Kelly Towner S • (1) Associated Architects and Planners . . .. . ... . . . • . (1) Johnson and Nielsen Associates . : . .. . . (•l)• E.W. Hahn, Inc. S . . . TESTING ENG NEE Sy SAN DIEGO . Attn: Les Far City of Carlsbad (1 Pre-Mixed Concrete Company R7IEWED/— - THCkh .. . . . . . . . . . . . . T.HJChapmanjR.E. #12882 FORM t PAGE .0 iF Testing Engineers—San Diego ai r .. 3467Kurtz St, P 0 Box 80985, San Diego Ca 92138 (714)225-9641 1903 West Vista Way, Uni&B, Vista, California 92083,(714) 758-3730 PAGE 10F3 LABORATORY NUMBER- SD34-1443 INSPECTION REPORT .. DATE April 26, 1979 FILE: 572-2, Permit #78-6171, P.O. #SP-105364 - .. General Inspection ... JOB The Broadway FABRICATOR OR ERECTOR Kimball & Smith, Anning-Johnson, Cent Ind. Engineering CONTRACTOR E.W. Hahn, Inc ADDRESS:. 2525 El Camino Real, Carlsbad, California SHOP______ FIELD XXX PLANT______ Reinforcing Steel:. ASTM A615, Grade 40 and 60. Concrete Mix: -' 33:-267 (6.8'sks., 4000.psi). Grout Mix PR-52 (7.0 sks , 2660 psi) Mortar Type "S" (2400 psi) Structural Steel: -ASTMA36. . . . . Electrodes: AWS E7018 and-E7016. . . -. Certified Welders: R. Ozosky, W. Short, P. Henson, Sloe* . EIVED .. . - - - M14Y2 197g CITy op CARLSBUildBAD 'flu Department DATE 4,16,79 Reinforced_Concrete: Inspected reinforcing steel placement in three columns at Entry #1 and #3, and columns at Entry #2 to roof. REC. HRS: 8.0 ReinforcedMasonry: Inspected . placement of reinforcing steel and building 0.T.HRS. . of wall on Line 2 from "A" to "B", 2nd floor, 2nd lift; Stair #2 wall, 2nd RENse.HRs. . floor, 2nd lift; and 2nd and 3rd lifts of Line "K" from 3 to 6. Cast three INSPECTOR J M iee mortar samples, marked Broadway #73 A-B-C, at Stair #2. Witnessed placement of approximately 18.0 cubic yards of grout in 2nd lift at 2nd floor of Line - "K" from 3 to 6; Stair #2 wall, 2nd floor, 2nd lift; and east and west corner columns to splice. Cast, three grout samples, marked Broadway #74 A- B-C, at Stair #2. . . . . -Structural Steel: Approved stitch welding at'Line 2 to 5 from "H" to 'Welds were full size arLd per Type -"G" details. Inspected plug welding pro- ceeding in roof deck at .Line 3 to 5. . •. ReinforcedMasonry: Inspected placement of reinforcing steel and building of wall .on Line 10 from "C" to "H"; Line "C" from 8 to 10; Line 10 from •- 8 to 10 to top of parapet; 2nd floor wall on Line 2 from "A" to "B" to 3rd floor; and wall on Lne'2 from "J" to "K" to 3rd floor. Witnessed placement of approximately 27.0 cubic yards of grout in wall on Line 2 from"A" to "B", .'and "J" to "K" to 3rd floor. Cast three grout samples, marked Broadway #75 A-B-C at Line 1 from "D"to _"E"_to _3-id.floor. DATE REG. HRS. 0. T. HRS. REINSP. HRS... INSPECTOR DATE : REG. HRS. 0. T. Hns. - REINSP HRS. INSPECTOR Bolts:- - .. - • ASTM A325 (high-strength). - DATE . REG. HRS. 0.1-. HRS. REINSP. HRS. INSPECTOR DATE • •, .4/17/79 REG. HRS. 8.0 0.T.HRS. 1.5 REINSP HRS. INS PECTOR - FORMI --.. J E1 J Testing Engineers—San Diego •.. 3467KurtzSt P0 Box 80985 San Diego Ca 92138 (714)225-9641 (; 11 1903 West Vista Way Unit B Vista, California 92083 (714) 758-3730 PAGE 2 OF 3 LABORATORY NUMBER SD34-1443 JOB: The Broadway : DATE April 26, 1979 DATE 4 /17/79 Reinforced Concrete: Inspected placement of reinforcing steel in 2nd floor REG. HRS. :(cont.) beams, Line 8 from "J" to "J", Line "J". from 7 to 8) Line 7 from "J" to "K", 0. T. Hns. Line "K" from 6 to 7; slab at Line "J" to "H" from 7 to 8; and slab and pour REINSP. HRS. strip on Line 2 from "A" to and "J" to "K", and Line 1 to 2 from "D" to INSPECTOR - "G" at 3rd floor. .. - Structural Steel: Inspected plug welding at Line "D" to "H" from 4 to 6. Welds were full size with no visual defects per specified welding pattern. Reinforced Concrete: Witnessed placement of approximately 81.0 cubic yards of DATE. 4/18/79 REG. HRS. 8.0 concrete in areas inspected on 4/11/79. Cast three test samples, marked OT.HRS. Broadway #76 A-B-C, at 3rd floor, Line "D" to "E" from 1 to 2, with 5" slump. REINSP. HRS'. Structural Steel: Inspected welding of Nelson Studs to roof beams in pent- INSPECTOR : house area and equipment pads. All that were removed while testing were re- installed. Ferrules were removed by Contractor. Inspected plug welding.-at Line 2 to 4 and ."D" to "H". -Welds werefull size with no visual defects. DATE All electrodes were stored in an electrode oven. REG. HRS. . Reinforced Masonry: Inspected placement of reinforcing steel- and building of O.T. HRS. . walls on 3rd floor, 2nd lift at Line 8 from "B" to "C", Line "B" from 7 to REINSP. HRS. 8, Line 7 from "A" to "B", and Line "A" from 5 to 7. Cast three mortar . INSPECTOR samples, marked Broadway #77 A-B-C, at Line 8 from "B" to "C". Reinforced Masonry: Inspected placement •f reinforcing steel and building of 4/19/79 DATE Q n walls at 3rd floor, 3rd lift on Line 8 from "B" to Line "B" from 7 to. 8 , ", - - REG. HRS. U . '.1 - - T H Line 7 from A,, to ,, B,, Line "Al",, from 6 to 7. Cast three mortar samples, ,-and- 0. T. RS. marked - Broadway #78 A-B-C, at Line 7 from "A" to "B". Witnessed placement- of REINSP. HRS. approximately 27.0 cubic yards of grout in 3rd floor, wall, 2nd lift at Line - - INSPECTOR 8 from "B" to "C", Line "B" from 7 to 8, Line 7 from "A" to "B", and Line "A" from 6 to 7. Cast three grout samples, marked Broadway #79 A-B-C, at Line 8 from "B" to "C". DATE . Reinforced Concrete: Inspected placement of reinforcing steel in area around REG. HRS. - escalator at 2nd floor.. 0. T. HRS. . . .Structural Steel: Inspected plug welding of decking sheets from Line 7 to RENSP. HRS. ,, ,, - ,, , . 8 between B and "H". Welds were full size -with no visual defects. INSPECTOR • ] DATE - 4/20/79 REG. HRs. 8.0 0;T. HRs. - REINSP. HRS. INSPECTOR. - Reinforced Concrete:.- Witnessed placement of approximately 37.0 cubic yards of' concrete in topping slab around 2nd floor escalator. Cast three test samples,. marked Broadway #80 A-B-C, with 514" slurip. Structural Steel: Inspected plug welding of decking sheets at Line 9 to 10 from "C" to "E", and Line "C" to - "D" from 2 to 6. Welds were full size with no visual defects. Inspected stitch welds completed from Line "E" to "K". - FORM I JP Testing Engineers—San Diego . . : 3467KurtzSt,P0 Box 80985, San Diego, Ca 92138 (714)225-9641 (o IJ 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 .PAGE 3OF3 LABORATORY NUMBER SD34-1443 JOB: The Broadway . DATE April 26, 1979 flt.¼. nro. 0. T. HRS. REINSP. HRS INSPECTOR DATE REG: HRS. 0. T. HRs. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRs. REINSP.'HRS. INSPECTOR • 'S (1) Broadway Department Stores, Attn: Kelly. Towner S • •, . REPORTED To: (1) Associated Architects: and Planners . S. • • •• • • : • • . (1) Johnson and Nielsen Associates S. • • . S • S • • • • • . • (1) E.W. Hahn, Inc. • . . S • • • ..S (1) E.W. Hahn, Inc., Attn: Les Farra . • TESTING ENGINEERS - SAN DIEGO S j1)__City of Carlsbad S • • • • REVIEWED BY. •• • • • 5 •55 WLC kh William L Cochrane, R E #24445 FORM 4 Testing Engineers—San Diego 3467 Kurtz St P.O..Box 80985, San Diego, Ca 92138 (714)225-9641 r 1 1903 West Vista Way Unit B Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 . DATE.April 30, 1979 JOB: The Broadway S .' ADDRESS: 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores - S ARCHITECT: Associated Architects and Planners .. 0 RIG. WY. CONCRETE 0 CORES ENGINEER: Johnson and Nielsen Associates 0 LIGHT WY. CONCRETE . XX MORTAR CONTRACTOR: E.W. Hahn, Inc. 0 GUNITE 0 GROUT LABORATORY NUMBER C34-1350 . MARK ON SPECIMEN : Broadway #81 A - B C I LOCATION IN STRUCTURE Beam on Line 1 from 'B" to 'VTC" BRAND OF CEMENT USED . . - Riverside, Type II BRAND AND TYPE or ADMIXTURE . Lime SOURCE OF SAND . . .. . Sorrento Sand Company .. SOURCE or Rock Mix PROPORTIONS OR NUMBER . - 1 cement, 3 sand, 1/4 lime SUPPLIER (CONCRETE) . . . . TRUCK No. TICKET & No. - . - Job Mixed - 0 12 7,979 SLUMP OR KELLY- BALL. . . . . Ij }l' OF op TEMPERATURE or AIR . . . Ci,ç ! TEMPERATURE OF MIXTURE . •r t4'llding LS&,10 :- j SPECIMENS MACE By . . . . Testing Engineers-San Diego V . ePart V DATE MADE ....... . V April 23, 1979 •. DATE RECEIVED . . . .. April 24, 1979 . V. . DATE TESTED ...........April 30, 1979 AREA. SQUARE INCHES . . . 3.14 ULTIMATE LOAD. Lee. . . . V 7750 V V S V CRUSHING STRENGTH LBS. PER. SO. IN .• 2470 . AGE TESTED. DAYS 7 5. . : UNIT WEIGHT, LOS. PER. CU. PT. SPECIFIED STRENGTH . . . . 2400 psi V • . V. V REPORTED To: CLIENT (1) Broadway Department Stores, Attn: Kelly Towner ........ V (1) Associated Architects and Planners V (1) Johnson and Nielsen Associates V V V V V V• V V (1) E.W. Hahn, Inc. . . V V (1) E.W. Han, Inc., Attn: Les Farra V V V V V of Carlsbad V TESTING ENGINE -SAN DIEGO . V V V V VV REVIEWED BY. V THC kh T H ChapriE.#l2882 - •- - •: - : FORM •. JP Il Testing Eineers —San Diego 3467KurtzSt P0 Box80985 San Diego, Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B, Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78T6171, P.O. #SP-105364 -. -. •• DATE - April 10, 1979 JOB: . The Broadway : . May -:1,. 1979 ADDRESS: 2559 El Camino Real, Carlsbad, California .•. • OWNER Broadway Department Stores ARCHITECT: AssociatedArchitects and Planners • o REG. WT. CONCRETE 0 CORES ENGINEER: Johnson and Nielsen Associates • - S 0 LIGHT WT. CONCRETE XXMORTAR CONTRACTOR: E.W. Hahn, Inc. . . .• - 0 GUNITE .• o GROUT LADORATORY NUMBER . . C34-1107 MARK 'ON SPECIMEN Broadway #52 A B C LOCATION IN STRUCTURE . : Entry #2 stair wall, 4th lift . . . BRAND OF CEMENT USED .. . - Riverside, Type II BRAND AND TYPE OF ADMIXTURE - Lime Sand Company :- 0 SOURCE OF SAND ......Sorrento SOURCE OF ROCK . . ... ... . MIX PROPORTIONS OR NUMBER .. SUPPLIER (CONCRETE) . . . -. . . .- •- .. : .. . • -• . .• -.5- 1 cement, 3 sand, 1/4 lime Job Mixed TRUCK NO ..& TICKET No SLUMP OR KELLY BALL . . - •• .. • . • .• . .''/Q TEMPERATURE OF AIR . - • - • TEMPERATURE OF MIXTURE . . --' . . •• ; . • . ... . • . • .• 4ff 4 • . .- SPECIMENS -MACE By . .. • Testing Engineers-San Diego • . • 'Q,.'...... DATE MADE ...........April 3, 1979 . • -.5 -. .- .- •. . • . . • . . •. DATE RECEIVED . - . - •• April 6, 1979 . . . . . • . - . . -.5 • DATE TESTED, -. .; - . .. April 10, 1-979 May 1, 1979 . Stored & cured, -. AREA SQUARE INCHES 3.14' 3 14 not tested ULTIMATE LOAD Les. 6710 11660 CRUSHING STRENGTH LBS. PER. 30. IN. . - 2140 :. . . 3710 . . . - .: • 'AG E TESTED. DAYS - . . 7 .• -• . . 28 . • . . -.. .. S .. UNIT WEIGHT. 'LBS. PER CU FT SPECIFIED STRENGTH . - - S. . . . 2400 psi • . . . . .• . • S 'FORM 4 JP Testing Engineers—San Diego 3467KurtzSt P0 Box80985, San Diego, Ca 92138 (714)225-9641 (J 1903 West Vista Way, Unit B, Vista Califo,'nia 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS ' File #572-2, Permit #786171, P.O. #SP105364 DATE May. 1, 1979 JoB The Broadway ADDRESS 2559 El Camino Real, Carlsbad, California 'OWNER: , Broadway Department Stores. , •. . . ' . . ' . . '• . . . 'ARCHITECT: Associated Architects and Planners' , .', . •' . ' , 0 REG. WT. CONCRETE " '0 Cones . . ENGINEER: ' , Johnson and Nielsen Associates , ' .... . o LIGHT WT. CONCRETE . X) MORTAR. CONTRACTOR: E.W. Hahn, Inc. . . " "•. . . '' 0 GUuT '' ' 0 GROUT L.ADORATORY NUMBER . ' ' C34-1384 'MARK ON SPECIMEN . . . . ' Broadway #83 'A . B . ' C ' 'LOCATION IN STRUCTURE. , . Third 'floor, Line 1, 3rd lift BRAND OF CEMENT USED . . - Riverside, Type 'II BRAND AND TYPE OF ADMIXTURE 't - Lime SOURCE OF SAND Sorrento Sand Company 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 - ' '. . P , ' " . . ' . . '•, ' ' .. : ' . ' TEMPERATURE OF MIXTURE P SPECIMENS MADE BY Testing Engineers-San Diego 24, 1979 . , . . .' • •' " ' DATE MADE • ........April DATE RECEIVED . • . '. . • April 26, 1979 . ' • • • . ' ' ' . .. ' , . ' DATE TESTED . . '. ' . . . . May 1, 1979 • ' :". ' ' • . AREA SQUARE INCHES 3.14 . ULTIMATE LOAD. Lee. - '. . . '7800 - ' • • . . . . . • CRUSHING"STRENGTHL-BB. PER. SQ. IN. 2480 AGE TESTED. DAYS . - ' . . ,. ,. • 7 • , • .' ' ' ' ' ' • • : • '. . . . . UNIT WEIGHT. LOS. PER. CU. p . ' • ' • '' ' ' .' ' •• ' .:-'... . .. SPECIFIED STRENGTH . . . . ' : ' .' ' 2400 psi ' • • ' ' " - -• . - FORM 4 JP Testing Enineers—San Diego- f,.• . S. ' f 3467KurtzSt P.O.Box80985 San Diego Ca 92138 (714)22579641 r J 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 DATE :. May 2, 1979 JOB: The Broadway ADDRESS: 2559 El Camino Real, Carlsbad, California . . . S.. OWNER: . Broadway Department Stores . . . . . -• . . Z5 ARCHITECT: Associated Architects and Planners . 0 Rsc. WT. CONCRETE - 0, CORES ENGINEER: Johnson and Nielsen Associates . . . '. '0 LIGHT WT. CONCRETE X)Z MORTAR CONTRACTOR: E.W. Hahn, Inc. . . 0 GUNITE GROUT 1_ADORATORY NUMBER . C34-1387 MARK ON SPECIMEN . . Broadway #86 A . B . C ......S LOCATION IN STRUCTURE .- Third floor, 2nd-lift,-Line "A" from 3 to 4 BRAND OF CEMENT USED . •, Riverside, Type BRAND AND TYPE OF ADMIXTURE . Lime SOURCE 07 SAND SOURCE OF ROCK ......... - . . .•. . S ' S. MIX PROPORTIONS, OR NUMBER . . l,cement, 3-sand, 1/4 lime' . . 'SUPPLIER (CONCRETE) . . . Job Mixed . •.. . . S. , S . TRUCK No. & TICKET NO; SLUMP OR KELLY BALL. TEMPERATURE -OF MIXTURE p TEMPERATURE OF AIR . . .•5',5, . . . . "Ci1i-1SPECIMENS 5. MADE BY . . DATE . Testing Engineers-San Diego . "1ri , -. MADE - .......•April . e/,ert__U/I0 25, 1979 ' .. . DATE RECEIVED ........- . . .. . April 26, 1979 DATE TESTED ........ May 2, 1979 AREA. SQUARE INCHES . . . 3.14 . . . . . . ., . ULTIMATE LOAD Lee. 8840 CRUBMINC ST ENOTH L288. PER. SQ. IN.2820 . . . . . . . 0 AGE TESTED. DAYS . . . . . 7 . . . . . . . . . . . .5 . UNIT WEIGHT. LBS. PER. CU. PT. SPECIFIED 'STRENGTh . . . . - 2400 psi REPORTED To: CLIENT . (1) Broadway Department Stores, Attn:-Kelly Towner- (1) Associated Architects and Planners (1) Johnson and Nielsen Associates - (1) E.W. Hahn, Inc. - (1) E.W. Hahn, Inc.,.Attn: Les Farra '(I')---City of, Carlsbad . . . . .. . ..TESTING ENGINEERS SAN DIEGO - - REVIEWED BY. ______________________________ .-. . THC:kh. - . . S ' .. . TIH. Chapmar R.E. #12882 * S S FORM 4 .IP Testing Engineers—San Diego 3467KurtzSt, P.O.Box80985, :San Diego, Ca 92138 (714)225-9641 r J 1,903 West Vista Way Unit B Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 .5 DATE :. April 113, .1979 JOB:'The Broadway May. 2, 1979 ADDRESS 2559 El Camino Real, Carlsbad, California OWNER Broadway Department Stores ARCHITECT: Associated Architects and Planners S 0 REG. WT. CONCRETE .0 CORES ENGINEER: Johnson. & Nielsen Associates S . 0 LIGHT Wt. CONCRETE XKMORTAR : CONTRACTOR: E.W. Hahn, Inc. S -. S . 0 GUNITE 0 GROUT LADORATORY NUMBER C34-1110.5 5. 5 -. MARK ON SPECIMEN .. : Broadway #55 A B .0 . . 'LocATIoN IN STRUCTURE .. S Second lift, west corner column BRAND OF CEMENT USED .' . Riverside, Type II BRAND AND TYPE OF ADMIXTURE - Lime S . ..•: -., S SOURCE OF SAND Sorrento Sand Company SOURCE OF ROCK MIX PROPORTIONS OR NUMBER . • 1 cement, 3 sand, 1/4 lime SUPPLIER (CONCRETE) Job Mixed TRUCK No. a TICKET No. SLUMP OR KELLY BALL TEMPERATURE OF AIR F TEMPERATURE OF MIXTURE . SPECIMENS MADE By Testing Engineers-San Diego DATE MADE ...........April 4,1979 DATE REcEIvED . . - . April 6, 1979 DATE TESTED ........- • April 11, 1979 May 2, 1979 Store.d & cured, S AREA, SQUARE INCHES - - .- 3.14 3.14 not tested S ULTIMATE LOAD Lee..7150 11440 CP...EP '1G 1ENGTI4 LEE PER Q IN 2230 3640 AGE5 TESTEO.. DAYS 7 .5 . 28 UNIT WEIGHT LBS PER..CU FT SPECIFIED STRENGTH ... . . .-; S 2400 psi REPORTED To CLIENT (1) Broadway Department Stores, Attn Kelly Towner (1) Associated Architects and Planners S (1) Johnson and Nielsen Associates (1)' E.W. Hahn, Inc. •. S .• - . .. S •, '• . (1) E.W. Hahn, Inc., Attn: Les Farra -(-] City of Carlsbad S. 5 5 TESTING ENGINEERS - AN DIEGO S • .. . :'. . 5 S . REVIEWED BY. . THC kh T It. ChapmanR E #12882 . FORM 10 JP Testing Engineers—San Diego . .• . . . .oDEPE ifS 3467KurtzSt P0 Box 80985, San Diego Ca 92138 (714)225-9641 C _J 1903 West Vista Way, Unit B, Vista, Califorhia 92083 (714) 758-3730 FILE. No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS . PAGE TWO Permit #78-6171, P.O.#SP-105364 JOB: : . The Broadway . .• .. Mix No._PR-52 GROUT SPEC. 28-DAY STR 2660 Psi ADDRESS 2559 El Camino Real TYPE Ru_CEMENT 7 .0 , Scv SPEC..SLUMP 911 IN Carlsbad, California .. .. . • . . . . . . .. . . ADMIX. Pozz. 344 and Sika AGO. SIZE. YEAR: STOREO&CURED.NbTTESTED . . YEAR: L77J ... ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE . •. . OTHER DATE CAST C34 MO. DA. LOCATION IN STRUCTURE SLUMP 7. DAY • 28-DAY. RESULTS MAILED IN. TEST AGE .982 3/23 Top of wall, Detail 4/s-1. --- 1560 3420 60-day. *Disc. .3./3O/79 :.. .• . Broadway #44 A-B-C. Made .. .• . .. . . 4 /6 /79 by TESD 4/13/79 4/20/79 1016 3/26 . 2nd lift, 2nd floor, Line. 1510 3380. 60-day *Disc. 4/27/79 10 at "G". . Broadway #48 . . . . . . .•. A-B-C Made by TESD 1040 3/30 1st lift, Line "A" from "C" --- ' 1450 .3160.' 60-day *Di.sc. . to "A". . Broadway #50 A-B- . . . . .:. . . C Made by TESD 1109 4/4 Line 1 from "C" to "H", --- 1890 2nd lift. Broadway #54 . 1930 . : . . A-B-C Made by TESD. 1112 .4/5 Line 2 from "J"to "K" to 1930 - .. . . . . . . 2nd floor. Broadway 68 A- ••• • - . ... . . .. . ; . B-C. Made by TESD. . . . . . . .. . • . . . .• C . 1205 4/10 . .4th lift, 2nd floor walls, . ---. . 2320 : -. .• • !. • • Line 8 from "B" to "C". . . .' . . . • I 4,o • '. Broadway. #64 A-B-C. Made . . . . '-/7 , 0, . • by TESD. . • . : • . . . .. . • Qp ..19 1208 4/11 3rd lift on 2nd floor, . --- .. . 1550 • • . h//,q '.r49,. Stair #1 wall. Broadway ., . . •• .. .. . 67 A-B-C. Made by TESD. • . .. . . . . 1210 4/12 2nd floor, Lie 1 from "D" --. 2010 • . . • . . . . , . - to "B". Broadway #70 A-B- . . . . . ,. . . . . ..... C. Made .by TESD. . . . . . . . .. .. (1) Broadway Department Stores, Attn: Kelly Towner. (1) Associated Architects and Planners- Johnson and Nielsen Associates •. . . . . . .. .. . . (l)E.W. Hahn, Inc. • • . . . . . TESTING ENGI EER AN DIEGO . . City ; Carlsbadh Attn Les Farra REVEWED / _ - THC:kh. . . .. . . . . T.}(Chapm,R.E.._#12882 File #572-2, Permit #78-6171, P.O. #SP-105364 bATE April 5, 1979. JOB The Broadway -..April 27, 1979 ADDRESS 2559 El Camino Real, Carlsbad, California OWNER Broadway Department Stores ARCHITECT Associated Architects and Planners REG. WT CONCRETE 0 CORES ENGINEER Johnson and Nielsen Associates 0 LIGHT WY CONCRETE )((MORTAR CONTRACTOR: E.W. Hahn, Inc. GUNITE 0 GROUT 'LADORATORY NUMBER C34-1034 MARK ON SPECIMEN Broadway #49 A B C LOCATION IN STRUCTURE 3rd lift, Entry #1 stair wall BRAND OF CEMENT USED Riverside, Type II BRAND AND TYPE OF ADMIXTURE Lime SOURCE OF SAND Sorrento Sand Company 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 TEMPERATURE OF MIXTURE P SPECIMENS MAcE BY Testing Engineers-San Diego DATE MADE March 29, 1979 DATE RECEIVED - - • April 2, 1979 DATE TESTED April 5, 1979 April 26, 1979 Stored & cured, AREA SQUARE INCHES 3.14 3.14 not tested ULTIMATE LOAD Las 7390 13060 CRUSHING STRENGTH LBS PER SQ IN 2350 4160 AGE TESTED DAYS 7 28 UNIT WEIGHT LBS PER CU FT SPECIFIED STRENGTH - -. 2400 psi PORN 4 JP Testing Engineers San Diego ..: 3467KurtzSt P0 Box 80985, San Diego Ca 92138 (714)225-9641 j) r J 1903 West Vista Way Unit B Vista Califorhia 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS -. File #572-2, Permit #78-6171, P.O. #SP-105364, .: DATE April 2731 1979 JOB: The Broadway . . . . . ADDRESS 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores ARCHITECT: Associated Architects and Planners . . . REG. WT. CONCRETE 0 CORES ENGINEER: . Johnson and Nielsen Associates Lsoln WT. CONCRETE X)Pt MORTAR CONTRACTOR: E.W. Hahn, Inc. Guiit 0 GROUT LABORATORY NUMBER. . C34-1305 MARK ON SPECIMEN V Broadway #78 A B .. . . : . . . . . LOCATION IN STRUCTURE . 3rd floor, 3rd lift, Line 7 from "A" to "B" BRAND OF CEMENT USED . •. RiVerside, Type BRAND AND TYPE OF ADMIXTURE Lime SOURCE OF SAND . .. . V. Sorrento -Sand Company SOURCE OF ROCK Mix PROPORTIONS OR NUMBER -- 1 cement, 3 sand, l/4 lime SUPPLIER (CONCRETE) Job Mixed V V TRUCK No. & TICKET No... . . . V . .. . - ..... . . V . V . . SLUMP OR KELLY BALL. TEMPERATURE OF AIR . . . -. TEMPERATURE OF MIXTURE -SPECIMENS MADE By . . • • . V. V Testing Engineers-San Diego . V 19, 1979 . . . . .. . .. DATE RECEIVED - - V April 20, 1979 DATE TESTED April 26, 1979 DATE MADE ..........April AREA SQUARE INCHES 3.14 6140 ULTIMATE LOAD. Les. - ... ..... . CRUSHING STRENGTH LBS. PER. SQ. IN. AGE TESTED. DAYS . . .. . 7 UNIT WEIGHT LOS. PER Cu.PT SPECIFIED STRENGTH . . - . . ... . . 2400 psi REPORTED To: CLIENT (1) Broadway Department Stores, Attn: Kelly Towner-. V (1) Associated Architects and Planners V (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc., . V . (1) E.W. Hahn, Inc.,Attn: Les Farra City of Carlsbad TESTING ENGINEERS- AN REVIEWED BY. / DIEGO Chapmar R. E. #12882 . FORM 16 JP Testing Engineers—San Diego.. . . .•. .. 3467KurtzSt,PO Box80985 San Diego, Ca 92138 (714)225-9641 r 7 1903 West Vista Way, Unit B, Vista, Cálifor?iia92083 (714) 758-3730 . FILE No. 572-2 . SUMMARY OF COMPRESSION TEST RESULTS . PAGE. THREE Permit #78-6171, P.O. #SP-105364 . . JOB: . The Broadway . . Mix No._PR52 GROUT SPEC.. 28-DAY STR._2660 PSI .ADDRESS:,2559 El Camino Real TYPE _R-II_CEMENT 7.0 SCY SPEC SLUMP 9-11 IN . . Carlsbad, California . . .. . .. . . . ADMIX. Pozz. 344 and Sika AGG. Si 3/8 IN. *STORED & CURED. NOT TESTED : YEAR: 1979 . . . ULTIMATE COMPRESSIVE STRENGTH. PSI DATE. LAS NO. DATE . . . OTHER CAST . LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED : C34 MO. DA. . . IN. . AGE 1212 4/13 1st lift above 2nd floor, --- 1660 4/20/79 Line "J" to "K". Broadway . . .• . . :.. . 4/27/79 #71 A-B-C Made by TESD 1240 4/16 Stair #2, 2nd lift, 2nd --- 2040 floor Broadway #74 A-B-C Made by TESD 1269 4/17 3rd floor, Line 1 from "D" --- 1910 to "E". . Broadway #75 A-B- . .• . . ,. . . . . .. . . .. C Made by TESD 1306 4/19 3rd floor, 2nd lift, Line . 1720 : • . 8 from "B" to "C". Broadway .. ., .. . .. . . .. 0 #79 A-B-C., Made by TESD. .. .. . . 0• . . (1) Broadway Department Stores, Attn: Kelly Towner . . . . •. .0 (1) Associated Architects and Planners .. . . . . . . . . . . . . (1) Johnson and Nielsen Associates . I .. . . 0 . : • . (1) E.W. Hahn, Inc. : ........ . . . : TESTING ENGINE SAN DIEGO E.W. Hahn, Inc., Attn: Les Farra . . • REVIEWED '1 City of Carlsbad . . - 0 •9 . : . . . 0 • - ( THC:kh . 0 0• 0 . T.H. Chapman, R.E. #12882 FORM ia JP Testing Engineers—San Diego .: : •.• 3467KurtzSt P0 Box80985 San Diego, Ca, 92138 (714)225-9641 t j 1903 West Vista Way, Unit B, Vista, •Callfwnia 92083 (714) 758-3730 1 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS . PAGE TWO Permit #78-6171, P.O. #SP-105364 . . JOB: The Broadway. . Mix No. 33267 SPEC. 28-DAY STR._4000 PSI ADDRESS: 2559 El Camino Real Tv CEMENT 6.8 Scv SPEC. SLUMP 4 IN. Carlsbad, California . . . . . . S • : . . S ••• : •• ADMIX. Pozz.344 and MBAE_10 Acc. SIZE '-IN. * STORED & CURED. NOT TESTED . YEAR: . 1979 . . . ULTIMATE COMPRESSIVE STRENGTH.PSI DATE LAB NO. DATE . OTHER C34 MCAST O. DA LOCATION IN STRUCTURE SLUMP 7. DAY 28-DAY RESULTS MAILED 1206 4/11. 3r4 floor, Line 8 to 9 from: 5 55 3080. :- •• ................ 4/20/79 "E" to "F". Broadway #65 : :. • . . 4/27/79 A-B-C Made by TESD 1207 4/11 3rd floor, Line "E" to "F" 5½ 3010 from 3 to 4.. Broadway #66 •. . . A-B-C. Made by TESD. 1209 . 4/12 Pour strip, Line 1 from . 5 . 2940 . • "C" to "D". Broadway #68 . . . •. . . . . . . . . . A-B-C Made by TESD 1213 4 /13 3rd floor, Line "B" to "C" 4½ 2690 . . . . S. . from 8 to 9. Broadway #72 . . .. .. . . . . A-B-C. Made by TESD. :1303 : 4 /18 3rd floor, Line "D" to ."E" 5 2760 • . : . . .• . . from 1. to 2. Broadway #76 . S • . .• . . . A-B-C. Made by TESD. . . . . . . . . . . . 1349 .4/20 2nd floor slab at escalator. . : 2230 . .. . . . . Broadway #80 A-B-C. Made . . . . . . • : by TESD. . . S S - .• .. . (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates ......... .. . . . . : •• . . . (1) E.W. Hahn, Inc. - • : - . TESTING ENGINEE . AN DIEGO • - . .. (lj+E.W. Hahn) Inc.,Attn: Les Farra .. . . ... ., REVIEW . . . .. . City of Carlsbad (1) Pre-Mixed Concrete CLnpany /_ THC.kh . . . . .• . . . S - T H Chapman, R E #12882 5 FORM 18 JP Testing Engineers—San Diego 04 3467KurtzSt P0 Box 80985, San Diego Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730" FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO Permit #78-6171, P.O. #SP-105364 . . . . JOB The Broadway Mix No 33-267 SPEC 28 DAY STR 4000 Psi ADDRESS: 2559 El Camino 'Real . TYPE ' CEMENT 6.8 'SCY SPEC: SLUMP 4 IN. Carlsbad, California ' " . •., . . ADMIX Pozz 344 and MBAE 10 AGG SIZE 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 TEST RESULTS ' MAILED C34- MO. DA. . IN. . AGE 1206 4 /11 3rd floor, Line 8 to .9 from 5.. 3080. ' .', . . •. ' ' . .' '.' 4120/79'' "E" to "F". Broadway #65 4/27/79 -B-C. Made by TESD A 1207 4 /11 3rd floor, Line "E" to "F" 5½ 3010 from 3 to.4. Broadway #66 A-B-C Made by TESD 1209 4/12 Pour strip, Line 1 from 5 2940 "C" to "D". : Broadway #68 A-B-C Made by TESD 1213 4/13 ' 3rd floor', Line "B" to "C" 4½ 2690 from 8 to 9 Broadway #72' AB-C. Made by TESD. 1303 4/18 3rd floor, Line "D" to "E" 5 2760 from 1 to 2 Broadway #76 A-B-C. ' Made' by TESD., , ' ' •." " . ' ' ' . '' ', .1349 4/20 2nd floor slab at escalator. , 5 2230 ' ... ' . ' .,,. '• . ' . ' Broadway #80 A-B-C. 'Made', by TESD (1) Broadway Department Stores, Attn: Kelly Towner . '' • . . ' ' (1) Associated Architects and Planners (1) Johnson and Nielsen Associates ' '. ' ' " . • ' •' . ' '' '. : , (1) E.W. Hahn, Inc. , ', ' ' •, " ' : TESTING ENGINEE04.,AN'DIEGO ' (1) ' E.W. Hahn Inc., Attn: Les Farra • , , REVIEW , . / • • (1)' City of Carlsbad Pre-Mixed Concrete Company / THC:kh ' ' '' ' . ' .• . , ' T. H. Chapman, R.E. #12882 . FORM 4 JP Testing Engineers —San Dio. 0 - 3467KurtzSt, P0 Box80985 SanDiego Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B Vista CalifoThia 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS . .. . 0 . •0 File #572-2, Permit #78-6171, 'P.O. #SP-105364 DATE April .25, 1979 Joe The Broadway w. ADDRESS 2559 El Camino Real, Carlsbad, California OWNER Broadway Department Stores ARCHITECT Associated Architects and Planners o REG. WT. CONCRETE 0 Cones ENGINEER Johnson and Nielsen Associates 0 LIGHT WT. CONCRETE X MORTAR CONTRACTOR: E.W. Hahn, Inc. . . 0 ,0 0 . o GuNITE o GROUT LABORATORY NUP4SER .. 0 C341304 MARK ON SPECIMEN . 0 Broadway #77 A B . . . ' •0 C LOCATION IN STRUCTURE ' •. 3rd floor, 2nd lift, Line .8 from thj3IIt "c.'1 . •. ..'-" 0 BRANO OF CEMENT USED - . Riverside, Type II BRAND AND TYPE OF ADMIXTURE . Lime 0 •, , SOURCE OF SAND . - - . Sorrento Sand. Company . 0 , CIE SOURCE OF ROCK MIX PROPORTIONS OR NUMSER .. . .1 cement, 3 sand, 1/4 lime 0 , 0 APR 2 6 797' .. 0,' '• 'SUPPLIER (CONCRETE) . . . . ••. Job Mixed TRUCK No.&TICKLmNo. CI TY ARLSBAD SLUMP OR KELLY BALL ilding TEMPERATURE OF AIR °F partment TEMPERATURE OF MIXTURE SPECIMENS MADE BY ': .'.. Testing Engineers-San. Diego DATE' MADE •' . - :. . :.- April 18) 1979. DATE RECEIVED 0 •, 0 ., April 20,'1979 DATE TESTED April 25, 1979 AREA SQUARE INCHES 3.14 ULTIMATE LOAD Los. 6380 CRUSHING STRENGTH LOS. PER SQ IN 2030 AGE TESTED. DAYS . ' 7 UNIT WEIGHT LBS PER CU PT SPECIFIED STRENGTH : 2400 psi •' 0 , 0 , , 0•• . FORM 4 Testing Engineers—$an Diego 3467KurtzSt, P0 Box80985, San Diego, Ca 92138 (714)225-9641 41JO r J 1903 West Vista Way Unit B Vista California 92083 (714) 758-3 73 0 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 . DATE April 23, 1979 JOB: The Broadway .'. : . ADDRESS: 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores ARCHITECT-- Associated Architects and Planners Associates .. 0 R. WT. CONCRETE 0 CORES ENGINEER: Johnson and Nielsen 0 LIGHT WT. CONCRETE X( MORTAR CONTRACTOR: E.W. Hahn, Inc.' 0 GUNITE 0 Grtour LABORATORY NUMBER C34-1241. * I MARK ON SPECIMEN Broadway #74 A B C LOCATION IN STRUCTURE Stair #2, 2nd 'lift of wall at 2nd floor .. BRAND OF CEMENT USED - . Riverside, Type II . BRAND AND TYPE Op ADMIXTURE - Lime Sand Company; ,SOUR CE CV SAND .......Sorrento MIX PROPORTIONS ORNUMBER . • SOURCE OF Rock ... '1 cement, 3 sand, 1/4 lime APjy SUPPLIER (CONCRETE) . ' Job Mixed . 197 TRUCK No. & TickEr No. • I Y SLUMP OR KELLY BAu.. - . -. - TEMPERATURE Q' .. '. S a •' .• C41j ' OFAlm -'JIQ'ifl . TEMPERATURE OF MIXTURE ' ' . - , . Part -,, SPECIMENS MADE BY . • • . Testing Engineers-San. Diego ' , ' DATE MADE ..........April 1979 1979 DATE TESTED ......• • April 23, 1979 . . DATE RECEIVED., .............April AREA. SQUARE Iucus . . . ' ' 3.14 . 10380 ULTIMATE LOAD. Lee. ....... CRUSHING STRENGTH LBO. PER. SQ. IN 3310 ' S AGE TESTED. DAYS ........7 S ' UNIT WEIGHT. LOS. PER. CU. FT. . •' ••- SPECIFIED STRENGTH . •• . . . ' 2400 psi REPORTED To: CLIENT (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates '-'--- (1) •. E.W. Hahn, Inc. , '• , .. ' ' ' ' l) - E.W. Hahn, Inc., Attn: Les Farra City of ,Carlsbad TESTING ENGINEERS ,,AN DIEGO 07 REVIEWED BY. PORM 4 JP Li Testing Engineers—San Diego flop 1. 3467KurtzSt P0 Box80985, San Diego, Ca 92138 (714)225-9641 _J 1903 West Vista Way Unit B Vista California 92083 (714) 75873730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-10564 DATE April 2, 1979 Joe The Broadway April 23, 1979 ADDRESS: .. 2559ElCamino Real, Carlsbad, California : • .. •: .: OWNER: Broadway Department Stores ARCHITECT Associated Architects and Planners 0 REG. WT CONCRETE 0 CORES ENGINEER: Johnson and Nielsen Associates '. . 0 LIGHT WT. CONCRETE XIXMORTAR CONTRACTOR: E .W. Hahn, Inc. : 0 GUNITE • 0 GROUT LABORATORY NUMBER C34-1015 I MARK ON SPECIMEN Broadway .#47 A B C LOCATION IN STRUCTURE , First lift, Line "K" from "D" to "B" BRAND OF CEMENT USED . .. Riverside, Type II •• BRAND AND TYPE OF ADMIXTURE - 0 Lime • .'' SOURCE OF SAND . - Sorrento Sand Company SOURCE OF Rocx Mix PROPORTIONS OR NUMBER . 1 cement, 3 sand, 1/4 lime SUPPLIER (CONCRETE) Job Mixed TRUCK No .,& TICKET No SLUMP OR KELLY BALL ........ : V . . . '. V TEMPERATURE OF AIR . . V • • • V • •.': • • . ' . . . . V TEMPERATURE OF MIXTURE - F -: V ' • • • .• • V . . V SPECIMENS MADE BY Testing Engineers-San Diego DATE MADE • . . . . • •• - March 26, 1979 . ' . '• .. . '• . V V -- - DATE RECEIVED . . .. .March 293. 1979 -DATE TESTED . . V ' - . April . 2,' 1979 April 23, 1979. Stored'& cured, V. AREA. SQUARE INCHES - .. . • 3.14 V 3.14 V :' • not tested . V • V ULTIMATE LOAD. LBS.. • V• V V 5400. V 10470 V V V , , • V V V V CRUSHING STRENGTH LBS PER SQ IN 1720 ' 3330 V TEsTzD DAYS 7 28 UNIT WEIGHT LBS PER'Cu.FT SPECIFIED STRENGTH • . . . V VV V 2400 psi FORM I PAGE I JP Testing Engineers—San Diego 4c I, 3467 Kurtz St,PO Box 80985, San Diego, Ca 92138 (714)225-9641 r 1 1.903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 3 LABORATORY NUMBER SD34-1334 . INSPECTION REPORT . DATE April 18, 1979. FILE: 572-2; Permit '178-6171, P.o. #SP-105364 INSPECTION OF ReinforcèdCondrete, Rein- forced Masonry, Structural Steel JOB The Broadway FABRICATOR OR ERECTOR Kimball & Smith, Central Indust Engr , Anning-Johnson -. ... .. . S : CONTRACTOR: E.W. Hahn, Inc. ADDRESS: 2559 El Camino Real, Carlsbad, California SHOP______ FIELD_. XXX PLANT DATE REG. HRS. 0. T. Has. REINSP. HRS. INSPECTOR -. - DATE REG.- HRS., 0. T. HRS. REINSP. HRS INSPECTOR Reinforcing Steel: ASTM A615, Grade 40 and 60. S Concrete Mix: 33-265 (5.1 sks., 2500 psi). 3-267 (6.8 sks., 4000 psi). . . . .. Grout Mix:..PR-52 ,(7.0-sks., 2660 psi) Mortar: . . . Type "S " (2400 psi. . .. . .5 -Bolts: . ASTM A325 (high-strength). - Certified Welders: R. Ozoskey, W. Short, P. Henson,.F.Rai.,Ei% J. Underwood, M. Day. Electrode: •. AWS E701.6 and E7018. . .. • APR 2 3 1979 CITY OF CARLSBAD artmnt. 4/9/79 Structural Steel Inspected welding of reinforcing steel to weld plates DATE . 8.0 per detail on S-5 on 2nd and 3rd floors for cast-in-place beams on Line REG. H RS. • "J" from 7 to 8, Line 7 from "J" to "K", Line "K" from 6 to 7. Inspected OT HRS. '. and approved plug welding on roof deck, Line "H" to "K" -from 5 to 8. Welds RE,NSP HRS. were full size with no defects. INSPECTOR Lee Reinforced Concrete: Inspected placement of reinforcing steel in first floor, Line 2 to 4 from "H" to "K", and Line "C" to "H" from 1- to 2. Reinforced Masonry:-- Inspected placement of reinforcing steel and building. DATE . . . . of walls to . . . . I, II •. 3rd floor on Line 8 from B . to C , Line C . from 7 to 8, Line, REG. HRS. 7 from A , to and Line A from 6 to 7.- ."B", 0. T HRS REINSP HRS DATE . 4/10/79 REG. HRS 8.0 0. T. HRS. REINSP. HRS. INSPECTOR. Structural Steel: Inspected welding of anchor bolts to weld plates on 2nd floor, Line 10 from "F" to "H" per Detail 7/S8. Checked high-strength bolts in penthouse for torque requirements. Inspected plug welding at Line 8 to 9 from "E" to "H". Welds were fulL size with no visual defects. Electrode oven shorted out and new oven has been requested for low hydrogen electrodes.,'. Reinforced Concrete: Witnessed placement of approximately 100.0 cubic yards of Mix 33-265 for 6th pour at 1st floor slab as listed on 4/9/79. Cast S FORM I Jp [J,t Testing Engineers—San Diego 1I 3467 Kurtz St ,PO Box 80985, SanDiego Ca 92138 (714)225-9641 IL r J 1903 West Vista Way, Unit B, Vista, California 92083 (714):7.58-3730 p '' OF 3 LABORATORY NUMBER SD34-1334 JOB: The Broadway. . '. DATE April18, 1979 DATE 4/10/79 three test samples, marked Broadway #62 A-B-C, at above area with 5½".slump. REG. HRS. (cont.) Inspected placement, of reinforcing steel in 3rd floor, Line "D" to "F" from O.T.HRS. ' . 2 to 9,' and pour strip on Line 1 from 'D" to "F". REINSP..HRS. Reinforced Masonry: Inspected placement of reinforcing steel and building INSPECTOR of masonry at Stair #1, 2nd lift above 2nd floor; wall on Line "A" from 3 to 6, '2nd lift; and east corner column,-.4th lift. Cast three' mortar samples, • ' ' marked Broadway #63 A-B-C, at east corner 'column. Witnessed placement of approximately 36.0 cubic yards of-grout in 2nd floor walls, Line 8 from DATE ' . "B" to "C", Line "B" from 7 to 8, Line 7 from "A" to "B", and Line "A" from REG. HRS. . 5 to 7. Cast three grout' samples, marked Broadway. #64 A-B C, at Line' 8. 0. T. HRS. REINSP HRS INSPECTOR ' ' " . . ' . ' . . . . ' ' .• Reinforced Concrete: Witnessed placement of approximately 178.0 cubic yards DATE " 4/11/79 REG. HRS. 8.0 of Mix 33-267 in 2nd pour of 3rd floor., as inspected on 4/10/79. ' Cast three O.T.HRS. 0 test samples, marked Broadway #65 A-B-C, at Line 8 to 9 from "E" to "F" with ' ' . 5" slump, and three. samples, marked Broadway #66. A-B-C, at Line "E" to "F" RE,NSP. HRS. ' from 3 to 4 with 512" slump, INSPECTOR Structural Steel: Inspected plug welding of roof decking, Line 7 to .8 from ' , "C" to "H". Welds are full size with no visual defects. Welders open a new.box' of electrodes each day until new oven is provided. DATE REG. HRS. 'Reinforced Masonry: Inspecre& and building of O.T.HRS. ' walls to 3rd floor on Line "A" from 3 to 6, Stair #1 walls, and west corner ' column, 5th lift. Witnessed placement of approximately 8.0 cubic yards of REINSP.HRs. . grout in third lift on 2nd floor at Stair #1 wall.: Cast three grout samples, INSPECTOR marked Broadway #67. A-B-C. Reinforced Concrete: Inspected placement of reinforcing steel and witnessed DATE .4.112/79 REG. HRS. '8.O placement of approximately 28.0 cubic yards of Mix 33-267 in pour strip on O.T.HRS. ' ' ' Line 1-and 2 from "A" to "K" on 2nd floor. Cast three test samples; marked REINSP.HRS. Broadway #68 A-B-C, at Line 1 from "C" to "D" with 5" slump. Inspected ' placement of reinforcing steel. in 3rd floor topping slab, Line "A" to "D" INSPECTOR from 8to9. Reinforced Masdnry: ' Inspected placement of reinforcing steel and building of walls on 2nd floor, Line 1 from "C" to "H", 2nd and 3rd lifts.. Cast', DATE ' REG. 'HRS.. ' ' ' , three mortar samples, marked Broadway #69 A-B C, at Line "D" and "E". O.T.HRs. ' S Witnessed placement of approximately 27.0 cubic yards of grout in 2nd lift REINSP.HRS. ' : on Line 1 from "C" to "H"... Cast three grout samples, marked Broadway #70 INSPECTOR A-B-C, at Line 1 from "D" to "E" FORM . Jp _____ Testing Eng!Aeers —San Diego . . . •.• __ 3467KurtzSt P0 Box80985 San Diego Ca 92138 (714)225-9641 rff, J 1.903 West Vista Way, Unit B, Vista, California' 92083 (714) 758-3730 PAGE 3 0F3 LABORATORY NUMBER SD34-1334 JOB: The Broadway ., DATE April 185% 1979 DATE 4/13/79. Reinforced Masonry: Inspected placement of reinforcing steel and building REG. HRS. 8.0 of walls to 2nd floor on Line 1 from T1C" to "H", and 1st lift above 2nd 0. T. HRs. floor: at Line 2 from "A" to "B" and "J" to "K". Witnessed placement of - RE,NSP. HRS. . . approximately 24.0 cubic yards of grout in Stair #2 wall, Line "K" from . INSPECTOR 3 to 6, 1st lift above 2nd floor, and Line 2 at 1st. lift above 2nd floor, including east and west corner column to. column splice. Cast three grout samples, marked Broadway #71 A-B-C, at Line 2 from "J" to "K". . .. '. Reinforced Concrete: Witnessed placement of approximately .116..0 cubic DATE: . yards of Mix 33-267 in third pour of 3rd floor slab;inspected on 4/12/79. REG. HRS. •. Cast. three concrete samples, marked Broadway #72 A-B-C, at Line 8 to 9... O.T.HRS. • from "B" to "C". • . • S • S S. ...S • • REINSP. HRS. • : • •• . S • •• • 5 5 5 . •5 5 5 5 S S • • •• . S • INSPECTOR S • • S • • • S • • • • . • • • : ••• 5 5 DATE REG. HRS. • • S S S • • • • . S S • • • • • S S • • S • O.T.HRS. S • S • S S • •5 S • - • REINSP. HRS. • . • : . • •' S • S • • S • • . -. .5. 5 5 • • -: INSPECTOR S •• S S • S • • S • •• • S • • S • S • • . S DATE • PEG. HRS. S • •5 . • • •:.- • •. . . 5. • ..• • .• : • • .O.T.HRS. S 5 . S • S • .. 5 5 REINSP HRS 5 INSPECTOR 5 5 . 5 . S • S • 55 •• •5 .S 5 •5• • • .: S • S S • 5 DATE REG. HRS. • • •0 -. • 5 5 5 S • • .• • ... . S. • • 0. T. HRS. 5. 5 5 S • • . S • S • 5, • S • • •. S • • REINSP HRS INSPECTOR S • • S • • • S • • • S • • •• 5 5.. . S DATE REG. HRS. . : • : •• • .5 5 S •• S • • ••5 •55 5 •5 S O.T. HRS..... .. . S S • .. :' • . ..... S • • . S • 5 REINsP. HRS. • • 5 5; S • S S •. • S • • • •• 5 5 • INSPECTOR :.. • ' • : • • •.: • • • : •• • . S S • . :. • . 'S (1) Broadway Department Stores, Attn: Kelly Towner • • . .5 . S S REPORTED To: (1) Associated Architects and Planners ... S • • S. • • (1) Johnson and Nielsen Associates • • . . S • • • ..• S (1) E W Hahn, Inc • . (1) E.W. Hahn,. Inc., Attn: Les Farra .•• TESTING ENGI1)&RS - SAN DIEGO 1) City . of Carlsbad • p • S 5 S REVIEWpj4X__/7T S • • THC kh •. S T H Chapm , R E #12882 .':.• .. FORM Jp Testing Engineers—San Diego 3467 Kurtz St, P.O. Box 80985, San Diego Ca 92138 (714)225-9641 L J 1903 West Vista Way, Unit B Vista Califoi'nia 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS ' File#572-2, Permit #78-6171, P.O. #SP-105364 DATE March 30,1979 jog: The Broadway April 20, 1979 ADDRESS:. ' 2559 El Camino Real, Carlsbad, California.. ';. . . S , '• OWNER: , Broadway Department Stores , .' , . '- . , , .5. . , .• . . - ARCHITECT Associated Architects and Planners REG. WT CONCRETE ., 0 CORES ENGINEER: Johnson and Nielsen Associates ' '. , , ' 0 Liour WT. CONCRETE 'XJXMoRTAR CONTRACTOR: E.W. Hahn, Inc. , '. '. . .' . -' GuNITE GROUT LABORATORY NUMBER C34-979 MARK ON SPECIMEN Broadway #43 A , B J " " C LOCATION IN STRUCTURE , , , , First lift, 2nd floor, Line 10 from "G" to "H" BRAND OF CEMENT USED . , . ' Riverside, Type II BRAND AND TYPE ADMIXTURE - .Lime SOURCE OF SAND Sorrento Sand Company SOURCE OF ROCK MIX PROPORTIONS OR NUMBER . .' '1 cement, 3 sand, ./4 lime SUPPLIER (CONCRETE) . . Job Mixed TRUCK No. & TICKET No.'- -SLUMP OR KELLY BALL TEMPERATURE OF AIR TEMPERATURE OF MIXTURE' .bF SPECIMENS MADE BY . . Testing Engineers-San Diego DATE, MADE '. . . ' . . . March 23, 1979 29, 1979 DATE RECEIVED ..............March DATE TESTED . -.'- . '. . . . March 30, 1979 April 20, 1979 'Stored & cured, AREA. SQUARE INCHES . . . ' 3.14 . ' ' 3-.14 - - not tested ULTIMATE LOAD. Lee. - - - . . - 5520 '. -- 9660 CRUSHING STRENGTH LBS. PER. SQ. IN. 1760 -'j' 3080 AGE TESTED. DAYS - . . . - . - 5 5 7 , - 28 : , - - . - - . , ,.. S.. - UNIT WEIGHT LBS PER Cu.F1 - SPECIFIED STRENGTH . . - . . . - '- 2400 psi FORM ie JP Testing Engineers—San Diego 3467 Kurtz St P.O.Box 80985 San Diego, Ca 92138 (714)225-9641 /J 1903 West Vista Way, Unit B, Vista, Califb?nia 92083. (714) 7587 3730 . 'S FILE No. _572-2 SUMMARY OF COMPRESSION TEST RESULTS . PAGE TJ1O Permit #78-6171,P.O.#SP-105364 .. '.'. . . Jos The Broadway Mix No PR-52 GROUT SPEC 28 DAY ST 2660 Si RII 9 1l ADDRESS: .255 9 El Camino Real . . ; .' . TYPE ______CEMENT_ 7.0 Scv SPEC. SLUMP Carlsbad, California ADMIX Pozz. 344 and Sika ' AGG. Siz 3/8 IN . .5.. 5. *STORED & CURED. NOT TESTED YEAR: . 1979 . . . . . ULTIMATE COMPRESSIVE STRENGTH. PSI LAB. NO. DATE . . OTHER DATE CAST LOCATION IN STRUCTURE ,. SLUMP 7-DAY 28-DAY TEST MAILED .C4- MO. DA. . IN. AGE RESULTS .982 3/23 Top of wall, Detail 4/S-1. --- . 1560' 3420/ 60dáy *Disc. :3130/79 Broadway #44 A-B-C. Made . . .5 . . . . '. ... 4 /6 /79 by TESD.4/13/79 S. .. . . . S. .. . . . . 4/20/79 1016 3/26 2nd lift, 2nd floor, Line . . . 1510 10 at "G". Broadway #48 .. .. . . . . . . .. . ... . . . A-B-C Made by TESD 1040 3/30 1st lift, Line "A" from "C" --- 1450 to "A". . Broadway #50 A-B- . . . .. . . . . , . . C. Made by TESD. . .. . . . . . . . 1109. 4/4 .' Line 1 from "C" to "H", --- 1890 . . . . . 2nd lift. Broadway #54 . . : .. . . A-B-C Made by TESD 1112 4/5 Line 2 from ."J" to "K" to --- 1930 2Eid'floor. Broadway #58 A- . . . . . . . . 'B-C. Made .by TESD. '.1205 4/10 4th lift, 2nd floor walls, . --- Line 8 from "B" to "C". .. .. . . . . . . . . ... -. Broadway #64 A-B-C. Made by TESD 1208 4/11 3rd lift on 2nd floor, --- 1550 - Stair #1 wall. Broadway' #67 A-B-C Made by TESD 1210 4/12 2nd floor, Line 1 from "D" --- 2010 to "E" Broadway #70 A-B- C Made by TESD (1). Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson .and Nielsen Associates . . S ' , • ' 5 I) (1) E.W. Hahn, Inc. ' . S , 5 , . TESTING ENGIEER AN DIEGO .. S. (1) E.W. Hahii.'Inc., Attn: Les Farra . '. . . . REVIEWED BY City-of Carlsbad ... I - THC:kh . . S ' . . ,,' . T.}1'. Chapm, .R.E. #12882 . , 5 TESTING ENGINEE. AN DIEGO . .•. REVIEWED .. . • • /2 T. H. Chaprnan(R.E. #12882 . . • . . . FORM 10 JP Testing Engineer's* San Diego 4ç 3467KurtzSt,PO Box80985 San Diego Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, Califoinià 92083(71.4) 758-3730 . FILE NO.— 572-2 SUMMARY OF COMPRESSION TEST RESULTS . --PAGE ONE Permit 478-6171, P.O. #SP-105364 . . .. JOB The Broadway Mix No 33 -265 SPEC 28 DAY STIR.(Psr ADDRESS: .. 2559 El -Camino Real 5.1• . . . . . TYPE CEMENT . SCY SPEC. SLUMP ______IN. Carlsbad California . . .. . . '. .. .. . . . . Pozz. 344 . .1 . . •• ADMIX. •• AGG. SIZE 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 TEST MAILED C MO. DA. . • IN. . AGE RESULTS 946 3 /16 First floor slab, Line "D" 5 1500. 2830 60-day *Disc 3/23/79 •. .. . .. at 8. Broadway 191 A-B-C. . •• . . . . '. . . . . 3/30/79 Made by TESD 4 /13/79 4/20/79 980 3/23 First floor slab, Line "B" 5 1950 3640 60-day *Disc at 6 Broadway #45 A-B C Made by TESD 981 • 3/23 First floor slab, Line "J'1 5 . 1630.. 2940 60-day *Disc. . at 4. Broadway #46 A-B-C. . . •- . . . . Made by TESD 1106 4/3 First floor slab, Line 111311 .5 1890 . •. •- . at 6.. Broadway #51. A-B- . . . . . . .. .- - C Made by TESD 1111 4/5 First floor slab, Line "J" 4 1770 to "K" from 7 to 8 Broadway #56 A-B-C Made by TESD 1203 4/10 1st floor, Line "J" to "K" --- 1770 from 2 to 4 Broadway #62 A-B-C Made by TESD (1) Broadway Department Stores, Attn: Kelly Towner , (1) Associated Architects & Planners . (1) Johnson & Nielsen Associates . (I) E.W. Hahn, Inc. • . • • (1) Mr. Les Farra • • of Carlsbad THC kh . FORM 10 JP - Testing Engineers—San Diego .. DAME 3467 Kurtz St P0 Box 80985, San Diego, Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit•B, Vista, CàlifO?nià 92083(714) 758-3730 FILE No. _5 72-2 . SUMMARY OF COMPRESSION TEST RESULTS PAGE Permit #78-6171, P.O. #SP-105364 . JOB:.The Broadway Mix No.-33267 SPEC 28 DAY STIR._______ 4000 Psi ADDRESS: 2559 El Camino Real .. TYPE CEMENT 6.8 SCY SPEC. SLUMP 4 _IN. •. Carlsbad California •. . V . ADMIX., Pozz_344 and MBAE10 AGG SIZE _1 IN -- . •• -•.. . . . STORED & CURED. NOT TESTED . YEAR: 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 1206 . 4 /11 3rd floor, Line 8 to 9 from 5 3080; . . . . . . 4/20/79 . . . ", "E" to F". Broadway #65: . . .. V . 'V •, A-B-C Made by TESD 1207 4 /11 3rd floor, Line "E" to "F" 5½ 3010 from 3 to 4. Broadway #66 •' . • . . ' :. A-B-C Made by TESD 1209 4 /12 Pour strip, Line 1 from 5 2940 - , "C" to "D". Broadway #68 • •.. -•• : • , , V.-. • A-B-'C Made by TESD 1213 4 /13 3rd floor, Line "B" to "C" 4½ 2690 from 8 to 9. Broadway #72 • • '. -. • • • • • . • • A-B-C. • Made by TESD. • • . . . •. • . V (1) Broadway Department Stores, Attn: Kelly Towner '. • ' ' V • •• (1) 'Associated -Architects and Planners. , • - ' ' . - - •.• V. • (l) Johnson and Nielsen Associates ,• ' ' •• • -' ' . . • •. • (1) E.W. Hahn, Inc. • . • V. • , , , • TESTING ENGINEE . AN DIEGO (1) E.W. Hahn, Inc., Attn:.Les Farra - • . 'REVIEW . of Carlsbad )Pre-Mixed Concrete Company /_c%7—__ THC:kh ' ' ' • ' ,- . • . ' • T.H. Chapman, R.E. #12882 V . • . . V. • ' V. • . V • • V , ' IV FORM 18 JP Testing Engineers—San Diego 3467KurtzSt, P0 Box80985, San Diego Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 .. FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE THREE Permit #78-6171, P.O. #SP-105364 . . . . . .. JOB: The Broadway . . . . .... Mix No. PR-52GROUT SPEC. 28-DAY STR. _2660 )Psi ADDRESS: 2559 El Camino Real . . TYPE R-II_CEMENT .7.0 SCY SPEC. SLUMP 9-il . Carlsbad, California . . . . . . . . ADMIX Pozz.344andSika AGG. SIZE _3/8 *STORED & CURED. NOT TESTED . . YEAR: 1979 . . . ULTIMATE COMPRESSIVE STRENGTH, PSI % OTHER LAB NO. DATE . _________ DATE CAST LOCATION IN STRUCTURE .. . SLUMP .7-DAY . 28-DAY TEST RESULTS MAILED C34 MO. DA. . . IN. AGE 1212 .4 /13 1st lift above 2nd floor, .---.. -. 1660.. . . 4 /20/79 Line "J" to "K". Broadway . . . ... . . . . . . #71 A-B-C. . Made by TESD. ..... . : 0 (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1). E.W. Hahn, Inc. . 55 5 5 . . TESTING ENGINE SAN DIEGO S S (1) E.W. Hahn, Inc., Attn: Les Farra . S REVIEWED i ty of Carlsbad ( -- . THC:kh .. . - . . - . - T.H. Chapman, R.E.. #12882 - . - . FORM 4 .JP Testing Engineers —San Diego- . .. TO- REPORT 3467KutzSt P0 Box80985, SanDiego, Ca 92138 (714)225-9641 1903 West Vista Way Unit B, Vista Ca/ifo?nia 92083 (714) 758-3730 OF COMPRESSION TESTS . File #572-2, Permit #78-6171, P.O. #SP-105364 DATE April 202 1979 - The Broadway ADDRESS: 2559 El Camino Real, Carlsbad, California - OWNER: Broadway Department Stores ARCHITECT: Associated Architects & Planners . -: . RIG: W. CONCRETE 0 'CDR ES ENGINEER: .- Johnson and Nielsen Associates -. 0 LIGHT 10". CONCRETE Xi(MORTAR -• CONTRACTOR: E.W. Hahn, Inc. -- - ':- GUNITE .: 0 GROUT LABORATORY NUMSER .- .0 34l211 MARK ON SPECIMEN Broadway #69 A B - - C LOCATION IN STRUCTURE Second floor, 3rd lift, Line "D" to BRAND OF CEMENT USED - .- Riverside, Type II. . . •. BRAND AND TYPE OF ADMIXTURE - Lime S. Sand Company SOURCE OF ROCK . . . S. . SOURCE OF SAND .......Sorrento Mix PROPORTIONS OR NUMBER - 1 cement, 3 sand, 1/4 lime . SUPPLIER (CONCRETE) . . Job Mixed . . . TRUCK No. & TICKET No. . - . . - 0 . .• SLUMP OR KELLY BALL TEMPERATURE OF Aii' . OF . . . . . . . . S.. TEMPERATURE OF MIXTURE . . . . . . . ... . .- -• :. SPECIMENS MADE By • • Testing Engineers-San-Diego . . . .. . ... . .. 12, 1979 . . . .5 ... DATE RECEIVED .:\ . . . April 13, 1979 . . . . . .. 19, 1979 ., . . . . . . .. DATE MADE . .........April AREA, SQUARE INCHES . . .. . 3.14. . . . . . . . . . . DATE TESTED ..........April ULTIMATE LOAD. Lss. . . .. .- .. 10420 . . . . . ... .: CRUSHING STRENGTH LBS. PER. So. IN. 3320 ..- . . . .. . . . . . .. . AGE TESTED. DAYS . . . . . . . - 7 . UNIT WEIGHT. LBS. PER. CU. FT. SPECIFIED STRENGTH . -.5 . . . - - 2400 psi REPORTED TO: - . . . . . -.- . - . . - . - •. S.- . . I CLIENT (1)- Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates - (1) E.W. Hahn, Inc. - S - - S S •. -- S - - (1) E.W. Hahn, Inc., Attn: Les Farra S S S 0 City of Carlsbad -: - -: TESTING ENGINE SAN DIEGO REVIEWED BY. - Si112 5 - - THC:kh -.. . S . -- T. . Chapin , R.E. #12882 .. rA FORM 4 jp 2V i J Testing Engineers—San Diego ... ;.. .. 1 3467 Kurtz St., P.O BOX' 80985, San Diego Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B Vista Califoi'nia 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS ..• File 4572-2, Permit #78-6171, P.O. #SP-105364 ., DATE April 16, 1979 ' JOB: The Broadway ADDRESS:. 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores ARCH:TECT: Associated Architects and Planners . . :. 0 REG. WT. CONcRE're 0 CORES ENGINEER: . Johnson and Nielsen Associates S 0 LIGHT WT. CONCRETE X)O( MORTAR A CONTRACTOR: E .W Hahn, Inc. - 0 GUNITE 0 GROUT LABORATORY NUMBER C34-1113 MARK ON SPECIMEN . - Broadway #57 -A B - C. LOCATION IN STRUCTURE . •. 2nd floor walls, list lift, Line 8 from "B" to "C". •': BRAND OF CEMENT USED . • - Riverside, Type II .. . S BRAND AND TYPE OP ADMIXTURE - ..• . -. . Lime V SOURCE OF SAND .........Sorrento Sand Company SOURCE OF ROCK - MIX PROPORTIONS OR NUMBER - - 1 cement, 3 sand, 1/4 lime . . SUPPLIER (CONCRETE) . . - Job Mixed • - TRUCK No. & TICKET No. . APR 18 . V - . 97 SLUMP OR KELLY BALL - CI'" .. . TEMPERATURE OF AIR., CARLS TEMPERATURE OF MIXTURE :Buildin SPECIMENS MADE BY . . . . Testing Engineers-San Diego .. V V PartflCt . V DATE MADE '. - . . April .5, 1979 . . •0 .. . . V 6, 1979 . .. . V .V DATE TESTED .....V • April 12, 1979 AREA. SQUARE INCHES - .. - V • . 3.14. DATE RECEIVED ..............April ULTIMATE LOAD. LBS. . : . 6360 2030 V V V V V V CRUSHING STRENGTH LB S. PER SQ. IN......V AGE TESTED DAYS 7 UNIT WEIGHT LBS PER CU FT - SPECIFIED STRENGTH . . 2400 psi .... V . . . REPORTED TO: CLIENT (1) Broadway Department Stores, Attn: Mr Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E W Hahn, Inc (1) E W Hahn, -Inc", Attn: Les Farra V.. of Carlsbad.-TESTING ENGINEERS - S DIEGO-. REVIEWED BY V THC.kh V V T.H. Chapman, R.E. #12882 FORM 4 JP Testing Engineers—San Diego. ... z 3467KurtSt,PO Box80985 San Diego, Ca 92138 (714)225-9641 / [_1 1903 West Vista Way Unit B, Vista Caiifo,'nia 92083 .(71.4 758-3730 . REPORT OF COMPRESSION TESTS . . . File. #572-2, Permit #78-6171, P.O.. #SP-105364 . DATE April 17, 1979 JOB: The Broadway . . . . ... . •:' • . . .. •. . ADDRESS 2559 El Camino Real, Carlsbad, California - OWNER:. Broadway Department Stores . . . • . . . •• .4. ARCHITECT; Associated Architects and Planners . . ....V.. Ro. WT. CONCRETE . 0 CORES ENGINEER: Johnson and Nielsen Associates . . . LIGHT WT. CONCRETE W MORTAR CONTRACTOR: E .W. Hanh; Inc.. . .. . GUNTE . 0 GROUT .L.ADORATORY NUMBER .• . C34-1204 . . .; . . .. . . MARK ON SPECIMEN . . . Broadway #63 A . ,. B . .' C. . . . . . . LOCATION IN STRUCTURE . . East corner column, 4th lift BRANDOF CEMENT USED - . . . Riverside, Type II . . . . . . BRAND AND TYPE OF ADMIXTURE - Lime . . . . .. . SOURCE-OF SAND .. .. .. . Sorrento Sand Company . . . . .. ... ... SOURCE OF ROCK . . •. - . . . S.. . . . . .. - . . . Mix PROPORTIONS OR NUMBER - :1 cement, 3 sand, 1/4 lime . . . . •. . . SUPPLIER (CONCRETE) - . .. Job Mixed ,. . . . . . . . .. . . . ... . TRUCK No. & TICKET No. SLUMP OR KELLY BALL - . . . . . . . . '. . . . . ... . . S TEMPERATURE OF AIR, TEMPERATURE OF MIXTURE - . S.. .• V . . . . . . SPECIMENS MADE BY . . . Testing Engineers-San Diego DATE MADE ......... . April 10, 1979 . . . . . . . 0. . .DATE RECEIVED .. . . . . . . - April 13, 1979 . . . . . . . . .. DATE TESTED .. . . . . . April 17, 1979 . . . . . . . . . . . AREA. SQUARE INCHES . -. .. . 3.14 . . . . . . . .: ULTIMATE LOAD. Lee. . . . . .6260 CRUSHING STRENGTH LBS PER Q IN 1990 AGE TESTED DAYS 7 UNIT WEIGHT. LBO. PER. CU. FT. SPECIFIED STRENGTH . - . . . . . . . 2400 psi REPORTED TO: . . . . . .. • . CLIENT . (1) Broadway Department Stores, Attn:-Kelly Towner • . • . V (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) 'E .W. Hahn, Inc •• • .•- ' •-'-- A.-._.. . r . . • V V S• Inc., (1) E.W. naltu,LLLL., £ILLEL; J.,es rarra . .. . . .. . . City of Carlsbad . ;. ,. TESTIWENGINEER SAN DIEGO REVIEW THC kh T E.#1288' FORM I PAGE I JP - fl J Testing Engineers—San Diego fa/_ .. .. .. 3467KurtzSt P0 Box80985 San Diego Ca..92138 (714)225-9641 r J. 1903 WestVista'Way, Unit B, Vista, CàIifonia 92083 (714) 758-3730 PA 1 OF 3 LABORATORY NUMBER SD34-1260 INSPECTION REPORT - DATE April 12, 1979 FILE: 572-2, Permit #78-6171, P.O. #SP-105364 INSPECTION OF Reinforced Concrete, Masonry . . . Strucpura Steel; & High-Strength Bolts JOB: The Broadway . '. FABRICATOR OR ERECTOR: Kimball &'-Smith,, Pitner & Zenor, Cent Ind. Engineering CONTRACTOR E .W. Hahn, Inc. ADDRESS: 2559 El Camino Real, Carlsbad, California SHOP______ F LD_X PLANT DAT.. .. . Reinforcing Steel: ASTM A615,, Grade 40 and 60. REG HRS Concrete Mix 33-265 (5.1 sks , 2500 psi).APR T HRS 33-265 (6.8 sks , 4000 psi) REINsp HRS-.Grout Mix PR-52 (7.0 sks , 2660 psi) (2400 psi).. . . . . .".' ..OF INSPECTOR "S" . . Mortar: . Type . Structural Steel ASTM A36 Building Department Electrode AWS E7016 (LII) DATE . '- Certified Welders: R. Ozoskey, W. Short, P. Henson, F. Hawkins. : REG. HRS. Bolts: . . ASTM A325. . . . . T HRS REINSP HRS. INSPECTOR High-Strength Bolts: Reinspected and approved torquing of bolts at roof DATE 4/2/79 on Columns "2D", "2E", 112F", 1120 113B"3 114C"31 110", 114E11, 114F", 1141311 , REG; HRS: 8.0 114}j!', 114J", 115'D1151 116G11, "611112 and -"6J". This complets high-strength T HRS , bolting at roof. REINSP. HRS. Reinforced' Concrete: Inspected reinforcing steel for placement, grade, INSPECTOR and size in 1st floor slab, Line 2 to 7 from "E" to "H". . . . . J.. M. Lee Reinforced Masonry: Inspected reinforcing steel placement and building of wall on Line 1 from "C" to 11fl11 2nd lift; Entry #l..stairwafl, 3rd. DATE . : . ... lift; and Line 2 from "J" to "K", 3rd lift. . . REG. HRS. . . . . . . . . .- . T HRs REINsP HRS. INSPECTOR Reinforced Concrete Witnessed placement of approximately '170.0 cubic 4/3/79 DATE - 8.0 yards of concrete Mix 33-265 for 4th pour of 1st floor slab, Line 2 to 7.. REG..HRS. . from "E" to "H". Cast three'test samples, marked Broadway #51 A-B-C,,at . 0.T.HRS. Line "G6", .with 5½" slump. Inspected placement of reinforcing steel in 2nd REINSP.HRS. . ., floor cast-in-place slab,around Stair #4, including beams, pour strip at INSPECTOR Line 3 to .6 on "A", and pour strip at Line 3 to 4 on "K" FORMS JP _____ • Testing Engineers—San Diego I" 3467KurtzSt P0 Box80985 San Diego Ca 92138 (714)225-9641 1903 West Vista Way, Unit B Vista, Califórhia 92083 (714) 758-3730 OF 3 LABORATORY NUMBER SD34-1260 JOB: The Broadway . . . DATE April 12, 1979 DATE 4/3/79 Reinforced Masonry: Inspected placement of reinforcing steel and building REG. HRS. (cont.) of masonry columns on Line 1 àt"C" and "H",' 3rd lift, and Entry #2 stair O.T.HRS. wall, 4th lift. Cast three mortar samples, marked Broadway #52 A-B-C, at. .REINSP. HRS. Entry #2. INSPECTOR Reinforced Concrete: Witnessed placement of approximately 50.0 cubic. 4/4/79 ATE. . 8.0 yards of concrete Mix 33-267 in areas inspected on 4/3/79. Cast three REG. Has. test samples, marked Broadway #53 A-B-C, at 2nd floor cast-in-place slab O.T.HRS. 075 • around Stair #4, with 4" slump. Inspected reinforcing steel in 1st floor REINSP. HRS., slab, Line "H" to "K" from 4 to 8, and Line 6 to 8 to loading dock. INSPECTOR . . Reinforced Masonry: Witnessed placement of grout. at Line 1 from "C" to "H", 2nd lift. Cast three grout samples, 'marked Broadway' #54 A-B-C. Inspected placement of reinforcing steel and building of wall on Line 1 DATE from "C" to "H", 3rd lift; Line 2 from "A":to "B", 4th lift; and' east and ,REG. HRS. . west columns, 2nd lift. .Cast three mortar'samples,marked Broadway #55 O.T.HRS. A-B-C,, at west column. . . . . . . . . REINSP. HRS. '. . .. . INSPECTOR Reinforced Concrete: Witnessed placement of approximately 100.0 cubic yards DATE 4/5/79 0 REG HRS 8.0 of concrete Mix 33-265 for 5th. pour of 1st floor slab; reinforcing steel • . checked on 4/4/79. Cast three test samples, marked Broadway #56 A-B-C, on OTHRs ,. Line '.'J" to "K" from 7 to 8 ' with 4" slump. Inspected reinforcing steel REINSP. HRS. . ' ,, n 3rd floor topping slab Line F,t to.', "K" from 1 to 9. i INSPECTOR ' . Structural Steel: Inspected and' approved plug welding of roof decking between Lines' 1 and 2; welds were full size with no visual defects.. In- spected and approved welding of, reinforcing 'steel anchors to weld plates. DATE . in precast beam 3rd floor, Line 9 from "F" to "H" per Detail 4/S-5. . REG. HRS. ' . Reinforced Masonry: Inspected reinforcing steel and building of walls to 0. T. HRS. , ,, ,,, ,, K ; Line 8 from 2nd floor on Line 1 from C to H , ; Line 2 from J, to 'W'; REINSP. HRS. ' "B" to "C"; Line "C" from 6 to 7; and Line 6 from "A" to "B", 1st lift.. INSPECTOR ' . . ' ' Cast three mortar samples, marked Broadway. . ' #57 A-B-C, from Line 8. Witnessed. grout placement at Line 1 from "C" to "H" to 2nd floor; east corner column, 1st lift; and wall on Line .2 from "J" to "K" to 2nd floor.' Cast three grout DATE samples, marked Broadway #58 A-B-C, REG. HRS. . . ,' ' . . ' ' . ' ' ' 0 • • ' . '' ' 0. T. HRS. ' ' •, 0 ', . ' ' . ' ' 0 ' • ' . -' ' REINSP. HRS. • . ' , . . ' ' 0 • • ' , ,. INSPECTOR 0 ' 0' • . . ., . ' • 0 • ' • 0 • • •: - I FORM I JP Testing Engineers —San Diego 3467 Kurtz St _ P0 Box 80985, San Diego Ca 92138 (714)225-9641 1 J. 1903 West Vista Way, Unit B, Vista, Califo7nia.92083 (714) P3 OF 3 LABORATORY NUMBER SD34-1260 JOB: The Broadway: .. DATE April 12, 1979 DATE 4 /6 /79 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR DATE: REG. 'HRS. O.T.HRS. REINSP. HRS. INSPECTOR DATE REG: HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRs:.; O.T.HRS. 51 REINSP. HRS. - INSPECTOR DATE REG. HRS. 0. T. HRS.. REINSP. HRS. INSPECTOR Reinforced Concrete: Witnessed placement of approximately 150.0.cubic yards of concrete Mix 33-267. fdr 1st pour of third floor topping slab; reinforcing .,steel-checked on 4/5/79. Cast threetest samples, marked Broadway #59 A-B- C, from Line "H" to "J" from 4 to 5, with 512" slump. Inspected and approved reinforcing steel at cast-in-place beam, 3rd floor on Line 9 from "C" to "H", and Line 8 to 9 from "C" to "H". Witnessed placement of approximately 40.0 cubic yards of concrete Mix 33-267 in beam.. Cast three test samples, marked Broadway #60 A-B-C,at Line 9 at "G", with 4½" slump. Structural Steel: Inspected and approved welding of reinforcing steel to weld pads in 3th floor precast beam on Line 9 from "C" to IF; welds were full.size.with no visual defects. Inspected and approved plug welding of- roof decking at Line "H" to "K" from 2 to '5.- Reinforced Masonry: Inspected placement of reinforcing steel and building of wall on Line 8 from "B". to "C" at 2nd floor; Line "C" from 7 to 8; Line 7 from "A" to "B"; Line "A" from .6 to 7, 2nd lift; and west corner .. column, 3rd lift. Cast three mortar samples, marked Broadway #61 A-B-C, from west corner column. - -(1) Broadway Department Stores, Attn: Kelly Towner S •. . S REPORTED To: . (1) Associated Architects and Planners •. . . . . . S. . : (1) Johnson and Nielsen Associates - () E.W. Hahn, Inc. .. . . . .. . -. .. S '(1) E.W.Hahn, Inc., Attn: Le Farra - TESTING ENG ERS- SAN DIEGO = of Carlsbad BY THC kh T.H. Chapin, R E #12882 . FORM 4 jp Testing 'Engineers—San Diego..: .. 3467KurtzSt P0 Box80985 San Diego Ca 92138 (714)225-9641 I J 1903 West Vista Way Unit B Vista Califorhia 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 - DATE April 13, 1979 Joe:' The Broadway ADDRESS 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores •. . . : .• - ARCHITECT: Associated Architects and Planners . . 0 REG. WT. CONCRETE 0 CoIs ENGINEER: Johnson and Nielsen Associates . 0 LIGHT WT. CONCRETE XX MORTAR CONTRACTOR:. E .W. Hahn, Inc. - . . . . •- 0 Gwwr £1 GROUT LADORATORY NUMBER C34-1119 MARK ON SPECIMEN ' . ,. Broadway.. #61 A B .' . . C LOCATION IN STRUCTURE .• . . West corner column, 3rd lift •., . . •.'; . BRAND OF CEMENT USED Riverside, Type II BRAND AND TYPE OF ADMIXTURE Lime SOURCE OF SAND SOURCE. OF ROCK . . . . . . ;S .. ... . . S. . MIX PROPORTIONS OR NUMBER . . 1 cement, 3 sand, 1/4 SUPPLIER (CONCRETE) Job Mixed TRUCK No ..& TICKET No SLUMP OR KELLY BALL TEMPERATURE OF AIR.' . - . F . .. . . . . .. . .. S... . TEMPERATURE OF MIXTURE F SPECIMENS MADE BY Testing Engineers-San Diego DATE MADE -. - - •. April 6, -1979 . . . .. . . . .. DATE RECEIVED . . April 10, 1979 . . . ... DATE TESTED ......... April 13, 1979 : . . ..... ULTIMATE LOAD. Les. . 6080 . . . . . . .. . AREA. SQUARE INCHES ...................3.14. CRUSHING STRENGTH LOS. PER. SQ. IN .1940 .. AGE'TESTEO DAYS 7 UNIT WEIGHT LOS. PER.CU FT SPECIFIED STRENGTH . . . [ - : 2400. psi . . ,. REPORTED To CLIENT •(1) . Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. (1) E.W. Hahn, Inc.,.Attn: Les Farra (L).0 it y of Carlsbad . . . S ..TESTING ENGINEERS AN DIEGO -. . REVIEWED BY. . THC:kh T.H. Chaprn n, #T28 82 - S FORM 16 JP Testing Engineers San, Diego . .. . . 3467KurtzSt P.O.Box80985 San Diego, Ca 92138 (714)225-9641 1903 West Vista. Way, Unit B, Vista, Califorflia 92083(714)7587 3730 .. FILE No. _572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO Permit #78-6171, P.o.#SP-105364 JOB: The Broadway . . . . .. MIX No._PR52 GROUT SPEC. 28-DAY STR._2660 Psi ADDRESS: .2559 El Camino Real . . TPE__Ru CEMENT 7.0 SCY SPEC SLUMP 911 IN. Carlsbad, California. ADMIX Pozz 344 and Sika AGG SIZE_3/8__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 RESULTS MAILED MO. DA.. IN. AGE C34 0.982 . 3/23 0 Top of wall, Detail 4/S-1. --- 1560.'. . . . . . . . . 3/30/79 Broadway #44 A-B-C. Made : : . . . . .. 4 /6 /79. by TESD. 4/13/79 1016 3/26 2nd lift, 2nd floor, Line --- 1510 10 at "G". Broadway #48 . r.. . . . .. . . .. . A-B-C Made by TESD 1040 3/30 1st lift, Line 'tAt' from "C" --- 1450 to "A". Broadway #50 A-B- . .. : . . . . . C Made by TESD 1109 4/4 Line 1 from "C" to "H", --- 1890 / 2nd lift. . Broadway #54 . . . . . .:. . .. A-B-C. Made by TESD. .. . . . . . . . . . . .:.. : (1) Broadway Department Stores, Attn:.-Kelly Towner. . . ., . . . . . . (1) Associated Architects and Planners . . . . . . . . . (1.) Johnson. and Nielsen Associates (1) E.W. Hahn, Inc. . . . TESTING ENGI EER AN DIEGO 0 (1) Mr. Les Farra REVIEWED BY - ty 0f.:carls /._ THc:k .. .. . .. .. 0 •. . T. Chapm, R.E. #12882 FORM 16 JP r 7 Testing Engineers—San Diego PN 3467KurtzSt,PO Box 80985, San Diego Ca 92138 (714)225-9641 I' 1903 West Vista Way, Unit B, Vista CaIifo,hia 92083 (714) 758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #78-6171, P.O. #SP-105364 JOB The Broadway MIX No PR-52 GROUT..'SPEC 28 DAY STR 2660 PSI ADDRESS: 2559 El Camino Real TYPE CEMENT 7.0 SCY SPEC. SLUMP ______IN. Carlsbad California .' . , ADMIX Pozz 344 and Sika AGO SIZE__IN. STORED & CURED. NOT TESTED YEAR: 1979' . . ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER SLUMP 7-DAY 28-DAY ' TEST RESULTS DATE MAILED LAB NO. C34 DATE CAST . LOCATION IN STRUCTURE . MO. DA.' IN. ' AGE 629 2/23 Wall, Line "H" from 8 to 9, --- 2420 3540' 60-day *Disc. 3/2/79 1st lift. RroadwAv #17 A- .'• ' . .31R/79 663 2/27 Line "A" to "G" at 101 3rd --- 1780 3070 60-day *Disc. 3/30/79 lift'. Broadway #22 A-B- " : ,, ' ' ' •. 4 /6 /79 C. Made by TESD 4 /13/79 743 3/6 Line "A" from 6 to 7, 2nd --- 1770' 2550 lift.' Broadway #28 A-B-C.' .' Made by TESD 861 3/9 , 2nd floor, Line 10 from "C" ---. , , 1610'' 3,130 / 60-day *Disc. / to "0". Broadway #33 A-B- C Made by TESD 864 3/12 , 3rd lift, loading dock wall --- . 1410 2720 60-day *Disc. at'.Line 7. Broadway #36 A- B-C Made by TESD '880' 3/13 ' 1st lift, Line .2 from "A" . ' - l5302990. 60-day *Disc. to "B". 'Broadway #3.7 A-B- ' ' ' ' . .'• - C Made by TESD 943 3/15 Wall, Line 8 from "H" to --- 1260 3240/ 60-day *Disc dock wall at 2nd floor. Broadway 1Y40 A-B-C Made by TESD 947 3/16 Line 6 to loading dock at --- 1340 2760 60-day "Disc parapet Broadway #42 A-B- C Made by TESD (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners' , '. ' S . ' ' ' . '•' (1) Johnson and Nielsen Associates (1) E.W. Hahn',' Inc. S. , • , S ' ' ' ' TESTING ENGINEER SAN. DIEGO '(I) 'Mr. Les Farra ' ' ' '. •: REVIEWED BY '1-)--City of Carlsbad ' • ' . . ' / . . . . S THC kh T H thapman/R E #12882 FORM 10 JP .L ii . TestingEngineersSan Diego: •. .. .- flO 3467KurtzSt P0 Box 80985, SanDiego Ca 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, Califo?nia 92083 (714) 7.5873730 . . 'FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #7.8-6171, P.O. #SP-105364 JOB: The Broadway . . . . . Mix No. 33-267 . SPEC. 28-DAY STR. 4000 Psi ADDRESS: 2559 El Camino Real . . . . TYPE ______CEMENT_6.8 Scv SPEC. SLUMP 4 . Carlsbad, California . . . . . .. . . ADMIX. Pozz. .344 and MBAE 10, AGs. SIZE - IN STORED & CURED. NOT TESTED . . YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH. PSI DATE. LAB-NO. DATE . . . . . OTHER C34 MO. LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED - O. DA. IN. AGE 722 3/5 2nd floor, Line "C" to "H" 4 2480 ' 3960, 3 /16/79 from 6 plus 12' to 10. Broad . - : .1 . -: -. -. . , - - - 3/23 /79 way #24 A-B-C Made by TESD'.4/6/79 4/13 /79 741 . 3/6 2nd floor slab, Line "C" to 5½ - 2670-- . 4100, 60-day - *Disc. - on Line 6. Broadway - -. - #26 A-B-C. Made by TESD. 858 3 /8 2nd floor, Line 5 to 6 from 5½ - 2790.V 4440 60-day *Disc. - - - - "J" to "H". Broadway #30 - A-B-C. Made by TESD. - 862-- 3/12 2nd floor. slab, Line Ili It 5½ -. 2740 4330- 60-day *Disc. 71,; - - - - at 5, 4th pour. Broadway - - #34 A-B-C.- Made by TESD.' 1108 4/4 -- - 2nd floor, cast-in-place -- 4 2440- . . . . slab around Stair #4. Broadway #53 A-B-C.. Made by TESD. 1118 4 /6 3rd floor topping slab, Line 5½ 2550 "}V'to "J" from 4 to 5. Broadway #59 A-B-C., Made by TESD. 1120 4/6 - Cast-in-place beam, Line 9 - 4½ 2370, - - - at "G". Broadway #60 A-B--- C Made by TESD - - (1) Broadway. Department Stores, Attn: Kelly Towner (1). Associated Architects and-Planners - (1) Johnson and Nielsen Associates JNEES, (1) E.W.Hahn, Inc.TESTING EN AN DIEGO (1) Mr. Les Farra - - . - - - - REVIEWED -41..) City of Carlsbad -. ---- - - THC:kh - - - - - - - - - - T.H. Chapman,/R.E. #12882 - FORM 16 JP ___ Testing Engineers San Diego .. . 0 3467KurtzSt,PO Box80985, San Diego Ca 92138 (714)225-9641 r 1 1903 West Vista Way, .UnitB, Vista, CalifoThia 92083(714)758-3730 0• FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #78-6171, P.O. #SP-105364 . . . JOB: '' The Broadway .. Mix' No. 33265 SPEC. 28-DAY STR._2500 Psi ADDRESS;. 2559 EL-Camino Real TYPE _. CEMENT' 5.1 SCY SPEC. SLUMP ______'IN. Carlsbad',California •' . .. Pozz. 344 ADMIX. _______________________________•. AGG. STORED & CURED. NOT TESTED . . . YEAR: 1979 . . ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB NO. DATE . OTHER '('34 CAST . •• LOCATION IN STRUCTURE SLUMP 7-DAY . 28-DAY TEST RESULTS MAILED MO. DA. IN. AGE 946 3/1 . First floor slab, tine 'D" 5 . 1500,. 2830 - 60-day *Disc. 3/23t79 at 8. Broadway #41 A-B-C. . . .' . . . . . . 3/30/79 Made by TESD. 4/13/79 980 3/23 .. First floor slab, Line "B" 5 1950-'.. . " '•. , . 0 • at 6. Broadway #45 A-B C. • . . . . 0 • • Made by1 TESD. 0 ', • •0 • •. 0; . . 981 3/23 First floor slab, Line "D" 5 • 1630 • '' . .. . at 4. • Broadway #46 A-B-C. . . 0 • • Made by TESD :1106 4/3 • First floor-slab Line ''fl" 5½ , 1890 . . : •' ' '' . . ' .-' at 6. Broadway #51 A-B'-. C. Made by TESD. 1111 . 4/5 First floor slab, Line 'J" , .4 1770 to "K" from 7 to 8.: 2 ' '.' , ' , ':. • ' . . Broadway #56 A-B-a. 'Made ' . . " . 0' •• , . •0 , '"'• by TESD. . . 0 , , , •, ' ..• . S , . • •• ' '0 ', . . , ' ' ' , 0 , , ' ' . . . • . 0 , , ' . r. '-. (1) Broadway Department Stores, Attn: Kelly Towner • • •. • ' ' ' • ,'•• (1) Associated Architects & Planners ' • , ' • ,• ' • ' • ..• ' • ' •0 •, (1) Johnson & Nielsen Associates • • ' • ' ' , • " ' (1) E.W. 'Hahn, Inc.' • . 0 • , • TESTING ENGINEE . AN DIEGO ' (1) Mr. Les Farra . . . ' ' REVIEWE 0 __ty of Carlsbid' . ' 0 ' • ' ' •,0 • 0 0 , ' ' THC:kh ' ' ' ' . •0 • ' 0 • ' • • T.H. Chapman, R.E. #12882 • PORN 4 JP Testing Engineers—San Diego 0 0 110 3467KurtzSt P0 Box 80985,San Diego Ca 92138 (714)225-9641 it JJ 1903 West Vista Way Unit B Vista Califoi'nia 92083 (714) 7584730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 • DATE . March23, 1979 Joe: . The Broadway . 00 . . April 13, 1979 ADDRESS: 2559 El Camino Real, Carlsbad, California OWNER: . Broadway Department Stores . . . •. . . ARCHITECT: Associated Architects and Planners . 0 RaG. WT. CONCRETE 0 CORES ENGINEER: Johnson and. Nielsen Associates ' . 0 Liowr WT. CONCRETE XCMORTAR CONTRACTOR: E.W. Hahn, Inc. -. . . o GUNITE 0 GROUT LABORATORY NUMBER: . C34-942 . . . . . . 0' MARK ON SPECIMEN •',• . Broadway #39 A B . . . C . •. 0: .. LOCATION IN STRUCTURE : Wall, Line "H" from "K" to loading dock, 2nd floor BRAND OF CEMENT USED . - Riverside,' Type II' . .. . BRAND AND TYPE or ADMIXTURE ' 0, Lime • . . . . . . SOURCE OF SAND . . Sorrento Sand Company SOURCE OF ROCK .MIX PROPORTIONS oRNUMBER - -, 1 cement, 3 sand, 1/4 lime . . . SUPPLIER (CONCRETE) . . '. Job Mixed . . . . TRUCK No. & TICKET No. SLUMP OR KELLY BALL 01 . •0 0 • . . . 0' " TEMPERATURE OF AIR./. '. . °F TEMPERATURE OF MIXTURE F . . •0 . SPECIMENS MADE BY - .- . . . . Testing Engineers-San Diego .' .. DATE MADE ........ - March 15, 1979 . . •0 20, 1979 . . DATE TESTED ...... March 22, 1979 April 12, 1979 Stored & cured, . . 0• AREA; SQUARE INCHES • . . . 3.14 .' 3.14 not tested DATE RECEIVED ............March ULTIMATE LOAD. Les. . . . . 4960 .. 9040 /, -' .: , CRUSHING STRENGTH LBS. PER. SQ. IN. 1580, . -, 2880 0 •' 0 AGE TESTED. DAYS . . . •' . 0 28 . . ', '.. : UNIT WEIGHT LBS PER CU FT SPECIFIED STRENGTH . . . 0 2400 psi REPORTED TO: . . . 0 0 . • 0. 0 CLIENT (1) Broadway Department Stores, Attn Kelly Towner (1) Associated Architects and Planners - (1) Johnson and Nielsen Associates 0(1) E.W. Hahn, Inc. ,' 00. , . 0 , •. , ' (1) Mr. Les Farra of Carlsbad 0 ' TESTING ENGINEERS - N DIEGO REVIEWED' BY. THC:kh 0 0 . - , ' . T. . Chapman, R.E. #12882 It. FORM 4 JP Testing Engineers—San Diego 3467KurtzSt P. Box80985 San Diego Ca 92130:(714) 225_9641 r J 1903 West Vista Way, Unit B Vista California 92083 (714) 758-3730 V REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 .V . Dm March 19, 1979 V Joe The Broadway April 9, 1979 ADDRESS 2559 El Camino Real, Carlsbad, California: OWNER:. Broadway Department Stores ARCHITECT: Associated-Architects & Planners V 0 REG. WT. CONCRETE . CORES : ENGINEER: Johnson & Nielsen Associates . V LIGHT Wr. CONCRETE V XXi MORTAR CONTRACTOR: E.W..V llahn, Inc. GuNprg . V GROUT V LADORATORY NUMBER . . C34863 .. . . V MARK ON SPECIMEN Broadway #35 A B C LOCATION IN STRUCTURE . . 2nd lift, Line "Kt' from 5 to 6 BRAND OF CEMENT USED ---- Riverside, Type II E C EI V E- Lip R BRAND AND TYPE OF ADMIXTURE Lime SOURCE OF SAND .. . . . Sorrento Sand Company V . V V APR 121979: V SOURCE OF ROCK MIX PROPORTIONS OR NUMBER 1 cement, 3 sand, 1/4 lime CITY OF CARLSBAD SUPPLIER CONCRETE Job Mixed Building Department TRUCK No. & TICKET NO.. SLUMP OR KELLY BALL . V V V V V V V TEMPERATURE OF AIR P V TEMPERATURE OF MIXTURE .. F SPECIMENS MADE By Testing Engineers-San Diego. DATE MADE . . V March 12, 1979 March 13, 1979 DATE TESTED ......... March 19, 1979 April 9, 1979. Stored &.cüred, . . DATE REcEIvED ........... AREA. SQUARE INCHES V - V 3.14 . . . 3.14 . not tested V V ULTIMATE LOAD. Lee. : .. A 4860 . . 9450 . CRUSHING STRENGTH LOS. PER.- SQ. IN. .--. 1550 3010 V V V AGE TESTED. DAYS . V V V V 7 V V .. 28 UNIT WEIGHT, LBS. PER. CU. FT. SPECIFIED STRENGTH . . . . . . . 2400 P- V V - V V V V FORM 4 JP Testing Engineers—San Diego : ff 3467K0rtzSt P0 Box80985 San Diego Ca 92138 (714)22579641 1 J 1903 West Vista Way Unit B, Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 DATE: April 11,' 1979 .JOB.' The Broadway : ADDRESS'. 2559 El Camino Real, Carlsbad, California S OWNER Broadway Department Stores ARCHITECT Associated Architects and Planners 0 REG. w-r CONcRETE 0 CORES ENGINEER Johnson & Nielsen Associates D WT. CONCRETE XXJ(MORTAR CONTRACTOR: E.W. Hahn, Inc. 0 GUNITE 0 GROUT LAEORATORY NUMBER . C34-1110 . MARKON SPECIMEN : Broadway #55 A B . C LOCATION IN STRUCTURE .. Second lift, west corner column BRAND OF CEMENT USED - Riverside, Type II . .. . BRAND AND TYPE OF ADMIXTURE Lime SOURCE OF SAND Sorrento Sand Company SOURCE OF ROCK . .. .. . . S . MIX PROPORTIONS OR NUMBER . -: 1 cement,. 3 sand, 1/4 lime SUPPLIER (CONCRETE) Job Mixed TRUCK No. a. TICKET No. . .. . - .. , , .• - SLUMP OR KELLY, BALL. TEMPERATURE OF AIR TEMPERATURE OF MIXTURE .W . -. - '• - . SPECIMENS MADE By Testing Engineers-San Diego DATE MADE .. . . . . . April-4,,1979 -. DATE RECEIVED . . - S -. • April 6, 1979 DATE TESTED April 11, 1979 .AREA; SQUARE INCHES . . . - 3.14 . S -• 5 S ULTIMATE LOAD LBs 7150 5 CRU8HING STRENGTH LBS. PER. SQ. IN 2280. AGE TESTED. DAYS 7 .' . . S , S '•• .. . UNIT WEIGHT, LOS. PER. CU. FT SPECIFIED STRENGTH 2400 psi .• - S -. ' S FORM 4 JP Testing Engineers—San Diego f y 110 3467 Kurtz St P0 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 #572-2, Permit #78-6171, P.O #S.P-105364 DATE March 21, 1979 ; JOB: The Broadway April 11, 1979 .ADDRESS:.2559 El Camino Real, Carlsbad, California OWNER Broadway Department Stores ARCHITECT Associated Architects and Planners 0 REG. Wr CONCRETE 0 CORES ENGINEER Johnson & Nielsen. Associates . . .. 0 LIGHT WT. CONCRETE XX MORTAR CONTRACTOR: E.W. Hahn, Inc. . . . .• :0 GUNITE . . 0 GROUT LADORATORY NUMBER C34-900 MARK ON SPECIMEN . . Bioadway #38 A . B . . . . C S LOCATION IN STRUCTURE 4th lift, Line 8 at "H" BRAND OF CEMENT USED . - Riverside, Type II ... .. . . fl BRAND AND TYPE OF ADMIXTURE Lime SOURCE OF SAND Sorrento Sand Company.,. .. .• . . . . 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 ............ March 14, 1979 . . .. . . . ... DATE RECEIVED .. .. - ....- . March 15, .1979 . . .. ... . DATE TESTED . . . . -. . . March 2.1, 1979 April 11, 1979 Stored & cured, AREA; SQUARE INCHES . 3.14 . . . 3.14 . .. not tested .. ULTIMATE LOAD. Les. . .. . - . . 6520 1.. . . 11040 . .. .. . . IN. CRUSHING STRENGTH LBS. PER. SQ.N 2080 . . . . . . .. . .. .. . AGE TESTED. DAYS . - : . . .28 . . . . . .. .. .• UNIT WEIGHT LBS PER CU PT ............... 3520 SPECIFIED STRENGTH . - - . . : . 2400 psi .. .. . .. File #572-2, Permit #78-6171, P.O. #SP-105364 DATE April 10, 1979 JOB The Broadway. ADDRESS 2559 El Camino Real, Carlsbad, California OWNER Broadway Department Stores ARCHITECT ENGINEER Associated Architects Johnson and Nielsen and Planners Associates REG. L CONCRETE 0 LIGHT WT. CONCRETE XXMORTAR CONTRACTOR: E.W. Hahn, Inc. V V 0 GUNJTE 0 GROUT LAI3ORATORY NUMBER C34-1107 MARK ON SPECIMEN. V V Bro4dway #52 .A B. V C V V LOCATION IN STRUCTURE Entry #2 stair wall, 4th lift BRAND OF CEMENT USED Riverside, Type II BRAND AND TYPE OF ADMIXTURE Lime SOURCE OF SAND Sorrento Sand Company 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 TEMPERATURE OF MIXTURE F SPECIMENS MADE BY Testing Engineers-San Diego DATE MADE April 3,:1979 - DATE. RECEIVED .......V April 6, 1979 V • V V V V V V V V : V : V DATE TESTED V April 10, 1979 V AREA SQUARE INCHES 3.14 ULTIMATE LOAD Les 6710 / CRUSHING STRENGTH LBS PER SQ IN 2140 AGE TESTED DAYS 1.7 UNIT WEIGHT LBS PER CU FT SPECIFIED STRENGTH. : V••V ; V •V V V•VV V V V VV V V V V 'V 200 psi S.. . P. FORM ie JP: Ile Testing Engineers—San Diego Jim 3467KurtzSt P.O.Box80985, San Diego, Ca 92138 (714)225-9641 J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 . .. . FILE No.— 572-2 SUMMARY OF COMPRESSION TEST RESULTS. . PAGE TWO Permit #78-6171, P.O.#SP-105364 . . : •. 6~6 JOB The Broadway Mix No PR-52 GROUT SPEC 28 DAY ST .Isi ADDRESS 2559 El Camino Real TYPE Ru CEMENT_7 0 Scv SPEC SLUMP 9-11 IN Carlsbad California. . . . . ADMIX Pozz 344 and Sika AGS SIzF_3/8__IN . . . -STORED &CURED. NOT TESTED . .. . YEAR: 1979 . . 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 982 3/23 Top of wall, Detail 4/S-10 --- 1560 3/30/79 . . Broadway #44 A-B-C. Made .. . . . ..... . '.. . 4 /6 /79 by TESD 1016 3/26 2nd lift, 2nd floor, Line --- 1510 10 at "G'-'. Broadway #48 . . . .. A-B-C Made by TESD 1040 3/30 1st lift, Line "A" from "C" --- 1450. to "A". Broadway #50 A-B- . . . C Made by TESD RECEVEC APR9 1979 CITY OF CARLSBA) Building Department (1) Broadway Department Stores, Attn: Kelly Towner . . .. . . .. . (1) Associated Architects and Planners (1) Johnson and Nielsen Associates . . . . . . . . . . . (1) E.W. Hahn, Inc. . . . TESTING ENGI EER AN DIEGO _~~IyCity of Carlsbad REVIWE7/ THC:kh . . . . . .. . T.. ChapmA, R.E.. #12882 FORM 16 JP Testing Engineers—San Diego TI: 3467KurtzSt P0 Box80985 San Diego, Ca 92138 (714)225-9641 1 1903 West Vista Way, Unit B, Vista, CallfoPnia 92083. (714)758-3730 FILE No. _5 72-2 SUMMARY OF COMPRESSION TEST RESULTS . PAGE. ONE Permit #78-61712 P.O. #SP-105364 . . . . . . . .. JOB The Broadway. Mix No PR-52 GROUT SPEC 28 DAY ST 2660 si ADDRESS: 2559 El Camino Real . . . TYPE ______CEMENT 7.0 .• Sc SPEC. SLU Carlsbad,. Ca1ifoa ADMIX Pozz _344andSika AGO SIZE__IN ...... . . . . .. . . . . . * STORED & CURED. NOT TESTED . . YEAR: 1979 . . .. . . . . ULTIMATE COMPRESSIVE STRENGTH. PSI . DATE LAB NO. DATE . . . . OTHER C34 CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED MO. DA. . . . IN. AGE 629 2/23 Wall, Line "H" from 8 to 92 --- 2420 3540' 60. day *Disc 3/2 /79 1st lift Broadway #17 A- B-C. Made by TESD 3 /16/79 3/23/79 .663 .2 /2 7 Line "A" to "G" at 10, 3rd . --- 1780 . 3070' 60-day *Disc. 3/30/79 ...... . lift. Broadway #22 A-B- . . . . . 4/6/79 C Made by TESD 743 3/6 Line "A" from 6 to 7, 2nd --- 1770 2550, lift. Broadway #28 AB-C. . . . . . . . . . .. . . Made by TESDO . . . . . . . . . .. . ... . . .861 3/9 2nd floor, Line 10 from "C" ---. 1610 3130' 60-day *Disc. to "D". Broadway #33 A-B-. . . . . . C. Made by TESD. . . . . I . . .. 864. 3/12 3rd lift, loading dock wall : ___ . 1410 . . . . .. ... :' at Line 7. Broadway. #36 A- B -C Made by TESD 880 3/13 1st lift, Line 2 from "A" --- 1530 to "B" Broadway #37 A-B- C Made by TESD 943 3/15 Wall, Line 8 from "H" to --- 1260 dock wall at 2nd floor. . . . ... .. .. . . Broadway #40 A-B-C Made by TESD 947 3/16 Line to loading dock at --- 1340 parapet. . Broadway #42 A-B- . . . .. . . . . . . . . . . .. .. . ... C Made by TESD (1) Broadway Department Stores, Attn: Kelly Towner . . .. . . .. . . (1) Associated Architects and Planners ., . . . (1) Johnson and Nielsen Associates /E . . . . . . (1). E.W. Hahn, Inc. .. .. . . . . TESTING ENGI AN DIEGO R ~EVI EW E Y Mr. Les Farra L City of bad 17> THC kh T H Chapman /R E #12882 FORM 10 JP Testing Engineers—San Diego . 3467KurtzSt,PO Box 80985, San Diego Ca 92138 -(714)225-9641 r J 1903 West Vista Way, Unit B, Vista, CalifoThia 92083 (714)758-3730 FILE No.— 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #78-6171, P.O. #SP105364 . . JOB: The Broadway . . Mix No. 33-267 SPEC. 28-DAY 'STR.9}PSI ADDRESS: 2559 El Camino Real TYPE _CEMENT_6.8 SCY SPEC. SLUMP 4 IN.. Carlsbad California ADMIX Pozz 344 and NBAE 10 AGG SIzF IN - -. '. STORED & CURED. NOT TESTED YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB NO. DATE . .. OTHER ' CAST LOCATION IN STRUCTURE ' SLUMP 7-DAY 28-DAY TEST RESULTS -MAILED C34Cj , MO. DA. IN. AGE 722 3/5 ' 2nd floor, Line "C" to "H" 4½ 2480, 3960 3/16 /79 from 6 plus 12' to 10. Broad 3/23/79 way. #24 A-B-C. Made by TESD. •' ' - - 4 /6 /79 741 3/6 2nd floor slab, 'Line 'IC" to 5½ 2670 4100; 60-clay *Disc. on Line. 6. Broadway , S • .'. '. ' #26 A-B-C Made by TESD 858 3/8 2nd floor, Line 5 to 6 from 5½ 2790 4440 60-day *Disc 11311 to "H". Broadway #30 ' • . ' '• - A-B-C. Made by TESD 862 3 /12 2nd floor slab, Line "J" 5 2740 , : • at 5, 4th pour. Broadway . -' ' ' ' ' • . ' -' ' ' . -' #34 A-B-C. Made by TESD. - , - • ' ' " ' 0 , - - (1) Broadway Department Stores, Attn: Kelly Towner ' S ' ••• •. ('1) Associated Architects and Planners S , • S , (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. S • " , •• TESTING EN )NEE S.,/SAN DIEGO - IEWED Farra Mr. Les Carlsbad R2,7zT_. ,,,1 THC kh T.H. Chapman, R E #12882 FORM 16 JP I : Testing Engineers—San Di p go'. . .. .. . 110 3467KurtzSt P0 Box 80985, San Diego Ca 92138 (714)225-9641 1(t 1 1903 West Vista Way, Unit-B, Vista, California 92083(714) 758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO Permit #78-6171, P.O. #SP7105364 JOB The Broadway Mix No 33-264 SPEC 28 DAY s 3000 si ADDRESS: 2559 El Camino Real TYPE-CEMENT- 5.4SCY SPEC SLUMP ______IN: Carlsbad, California . .. . ADMIX Pozz 344N AGG SIZE IN . . . . * STORED & CURED. NOT TESTED . . . YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH, PSI DATE LAB NO. DATE . . . . . OTHER CAST C34 MODA LOCATION IN STRUCTURE SLUMP 7.OAY 28.DAY TEST RESULTS MAILED IN. AGE 619 2/22 Escalator pit foundations. .; 4 2670 4240. 60-day *Disc. 3/2 /79 . . Broadway.#15 A-B-C. Made . . 0 •.• : 3/8/79 by TESD 3/16/79 3/23/79 661 2/27 Loading dock walls - 4 1930 3570 60-day *Disc. . Broadway #20 A-B-C. Made •. .. . . 4 /6 /79 /30/79 by TESD. . . 0 • . . 0 859 3/8 . Escalator pit. walls. • . 4 •• .2490 4170. 60-day *Disc . Broadway #31 A-B-C. Made • . . : . 0 •• 0 byTESD. 0 0 •0 ••. . 4.. .. 0 • • : . • . & (1) Broadway Department Stores, Attn: Kelly Towner . .. . . . . S (1) Associated Architects and Planners . o • 0 (1) Johnson and Nielsen Associates . 0 . . • 0 • /j : • (1) E.W. Hahn, Inc. 0 . 0 . 0 •• 0 TESTING ENGINE RS. SAN DIEGO . . •• (1) Mr Les Farra •• . •o •• REVIEWED By -•- • • 0 ity of Carlsbad (1) .-.'Pre-Mixed Company THC kh T H Chapma, R E #12882 S FORM 4 jp MONW,Testing Engineers—San Diego ... . 3467KurtzSt,PO Box 80985,-San Diego Ca..92138 (714)225-9641 r J 1903 West Vista Way, Unit B,-Vista,. California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 - . DATE March 19, 1979 JoB: April 6, 1979 ADDRESS:2559 El Camino Real, Carlsbad, California OWNER The Broathay : . . . ........... Broadway Department Stores . . . . . . . . . . . . ARCHITECT: Associated Architects & Planners . . . .. . o REG. WT. CoNcarre 0 CORES ENGINEER: Johnson and Nielsen Associates . . . . . . 0 LIGHT WT. CONCRETE XXj MORTAR CONTRACTOR: E.W. Hahn, Inc. . . . . . . GUNITE GROUT LABORATORY NUMBER C34-860- MARK ON SPECIMEN . . . Broadway #32 A . B . . . . C . . . . LOCATION IN STRUCTURE . . ... 2nd floor, Line 10 from "C" to "D" 1 . BRAND OF CEMENT USED .• . . Riverside, Type II . BRAND AND TYPE OF ADMIXTURE . -. . Lime . . ..... ... . . . . SOURCE OF SAND . Sorrento Sand Company , . .. .. . . 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 Ala F . . .- .. . .. - TEMPERATURE OF MIXTURE . F SPECIMENS MADE BY Testing Engineers-San Diego DATE MADE . .. . March 9, 1979 - 13, 1979 . .. .. ..' 1979 April 6, 1979 Stored & cured, .. . . DATE RECEIVED .............March DATE TESTED .............March16, AREA. SQUARE INCHES . .. 3.14 . . 3.14: not tested •- . - -. . . 8950 . . ,..- . ..... . . . ULTIMATE LOAD. Lee. .................5060 CRUSHING STRENGTH LBS. PER. SQ. IN STRENGTH . 1610 /.. . . 2850 AGE TESTED. DAYS ....... . 7 . . .. 28 UNIT WEIGHT LBO. PER CU. 0 FT SPECIFIED STRENGTH . .- . J 2400 psi . . . .. S FORM 4 JP Testing Engineers—San Diego ...• I , 3467KurtzSt P0 Box80985 San Diego Ca 92138 (714)225-9641 11 1903 West Vista Way Unit "B, Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS . File #572-2, Permit #78-6171, P.O. #SP-l05364.. DATE April 5, 1979 JOB: The Broadway ADDRESS 2559 El Camino Real, Carlsbad, California OWNER: .Broadway Department.Stores . . . ..- . ARCHITECT: .Associatd Architects . Johnson.and Nielsen and Planners ' Associates . . .... .0 RIZG. 'WT. CONCRETE 0 CORES ENGINEER; E.W. Hahn, Inc. . . . . .. . . . LIGHT WT. CONCRETE )(MORTAR CONTRACTOR, o GUNITE . . : 0 GROUT LABORATORY NUMBER C34-1034 I MARK ON SPECIMEN . Broadway #49 A B . . C .1 . . LOCATION IN STRUCTURE 3rd lift, Entry #1 stair wall BRAND.OF CEMENT USED. . . BRAND AND TYPE OF ADMIXTURE . - Riverside, Type II .. .. . . Lime . . . . . . . . . - . . SOURCE OF SAND • . -• SOURCE OF. ROCK . ..................... . . S .. . Sorrento Sand Company . .. . . . .... . . : 1 cement,. 3 sand, 1/4 lime . .. . .. . . . . MIX PROPORTIONS OR NUMBER SUPPLIER (CONCRETE) Job Mixed TRUCK NO & TICKET No SLUMP OR KELLY BALL TEMPERATURE OF AIR . - F . . . . . . . . . .. . . . . .., . ... . TEMPERATURE OF MIXTURE F SPECIMENS 'MALE BY . . . .. Testing Engineets-San Diego .. . DATE MADE . .... March 29, 1.979 . . . .. .. . .. . . . . DATE RECEIVED • April 2, 1979 . . . . . . ... . S DATE TESTED ........ . April 5, 1979 . S. . . .. . . . AREA. SQUARE INCHES .. - 3.14 - . . . . . . .. .- . . . . ULTIMATE LOAD. LBS. - .. - 7390 . ..- . .. . . .... . ,. . . . .. .. . ... . . . . . . . . .. .. ... CRUSHING STRENGTH LBS. PER. SQ. IN. . 2350 /' . AGE TESTED DAYS 7 .. . . . . . . . . . UNIT WEIGHT. LBB PER. CU. FT. . . .. .... . SPECIFIED STRENGTH . . . . . . .. . 2490 psi . . . . .. . . . .. . . - S FORM 4 JP r 7 Testing Engineers—San Diego 3467KurtzSt P.O.Box80985 San Diego,,,Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B, Vista, Califofnia 92083 (714).758-3730 REPORT OF COMPRESSION TESTS -' File #572-2, Permit #78-6171, P.O. #SP-105364 . . . . DATE . - April 4, 1979 Joe The Broadway ADDREsS 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores . - ARCHITECT:. Associated Architects and Planners . : . DREG. W. CONCRETE 0 CoREs ENGINEER: Johnson and Niel sen Associates . -. 0 LIGHT WT. CONCRETE XKMORTAR CONTRACTOR: . E.W. Hahn, Inc. . . . . . . . 0 GUNITE - 0 GROU1 LA5OATORY NUMBER - . .. . C34-857 : - MARK ON SPECIMEN . . S. Broadway 429 A B . . c . LOCATION IN STRUCTURE- r - Entry #1 and #2, 2nd lift to 1st floor - -BRAND OF CEMENT USED - .- - Riverside, Type II . . . . BRAND AND TYPE OF ADMIXTURE - . Lime .. . . ... 5 - .. . . . ,. SOURCE OF SAND Sorrento Sand Company SOURCE OF Rock - •. - MIX PROPORTIONS OR NUMBER - . . . . . .- 4 . - 1 cement, 3 sand, 1/4 lime SUPPLIER (CONCRETE) Job Mixed O/:'• 9?9 TRUCK No. TICKET No. :. . .-.. a . . . . . .. . .4 . .5 SLUMP OR KELLY BALL. ...... . . TEMPERATURE OF AIR . . . . °F . '. . .. . . . . . . . . .. . . TEMPERATURE OF MIXTURE SPECIMENS MADE -.v - . Testing Engineers-San Diego -S S. DATE MADE . .- - . . . - March 7, 1979 DATE RECEIVED . . . S - March 9, 1979 DATETESTED . . S • • .• March 13, 1979 April 4, 19.79 Stored & cured, AREA. SQUARE INCHES . -_ - . 3.14 . 3.14 --not tested ...... -. ULTIMATE LOAD. Les. . . . . . . .. . 7410 - . . 10580 -CRUSH INGSTRENGTH LOS. PER. SQ. IN. 2360 . - 3370. AGE TESTED. DAYS . . S. 7 . . 28 - . -S - S . •. UNIT WEIGHT. LOS. PER. CU. FT. SPECIFIED STRENGTH . .. . .- . . . - 2400 psi PAGE t ,JP - f~ MY_____ Testing Engineers—San Diego . •. . . 3467KurtzSt P.O.Box 80985 San Diego, Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B Vista, California 92083 (7 14) 758-3730 PAGE 1 OF 2 , LABORATORY NUMBER SD34-1162 INSPECTION REPORT . DATE March 30, 1979 _FILE: 572-2, Permit #78-6171".L G man a V INSPECTION OF. . Reinforce.d'Masodry, High- Strength Bolts, Structural Steel Assembly .JOB: The Broadway APR 4 1979 FABRICATOR OR ERECTOR Kmba11 &. Smith, Pitner & Zenor, Cent Industrial Engr CITY OF CARLSBAD CONTRACTOR E W Hahn, Inc ADDRESS 2559 El Camino Real, cL'M1, Izta SHOP______ FIELD__XXX ____ PLANT______ DATE Structural Steel: ASTM A36. . . . REG. HRS Certified Welders D Teulecke, J Underwood, N Day 0 T.-HRS. - Electrode AWS E7018 (LH) REINSP HRS Grout Mix PR-52 (7 ..0 sks , 2660 psi) INSPECTOR 'Mort ar Type "S" (2400 psi) Structural Steel Assembly: Inspected field welding repair of double tee reported on 3/8/79 per Drawing DTR-l. Seven 3/4"x6"x10" plates were welded to channels supporting each tee. Welds were full size with no visual defects.. Inspected welding. of six clips between Line "C" and "H" from 1 to 2 at roof, and clip at "1(9", 2nd floor, to precast column weld plate. . .. . . . Reinforced Masonry: Inspected placement of reinforcing steel and masonry wall at-2nd lift on Line "H" from 8 /to 10, Line 10 from "C" to "H", 2nd floor, and 1st lift on Line "A" from "C" to "H", 1st floor. Cast three mortar. samples, marked Broadway-#47 A-B-C. Witnessed placement of 18.0 cubic yards of grout at Line 10 from "C" to "H", Line "H" from 8 to 10, and Line "C" from 8 to 10. 6ast three grout samples, marked Broadway #48 A-B-C. . . . • .. . . DATE 3/26/79 PEG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR 'J.M. Lee DATE REG. HRS. 0. T. HRS. REINSP: HRS. INSPECTOR -DATE •'• 3/27/79 PEG. H-RS. 2.0 0.T.-HRS. REINSP. HRS. INSPECTOR Reported to jobsite. time only. Work cancel-led.due to inclement weather. Show-up DATE •' 3/29/79 REG. HRs. . 8.0 0.T. HRS. REINSP. HRS. INSPECTOR Reinforced Masonry: Inspected placement of reinforcing steel and masonry units in wall, 2nd floor, Line.. "H" from 8 to 10, Line 10 from "C' to "H", 2nd lift,, Entry #2 stair wall, 4th lift, and Entry #1 stair wall, 3rd lift. Cast three mortar samples, marked Broadway #49 A-B-C. Structural Steel Assembly: Inspected welding of miscellaneous clips at roof opening. . . . . . . . '. .• . . . . FORM I JP fM Testing Engineers San Diego 7s7v11J 3467KurtzSt.,P.O.Box 80985, San Diego Ca 92138 (714)225-9641 1903 West Vista Way, Unit B Vista California 92083 '(7l 4) 758-3730 PACE 2 OF 2 LABORATORY NUMBER SD34-1162 JOB: The Broadway .. . DATE March 30, 1979 DATE 3./29/79High-Strength Bolts: Inspected bolts at Line 2 to 6 from "A'.t to "D". .REG. HRS. (cont.,) Performed torque tests on 10 random bolts of fastening system. T HRS REINSP HRS. INSPECTOR DATE. 3/30/79 Reinforced Masopry: Inspected placement of reinforcing steel and masonry REG. HRS. 8.0. :. units in wall on Line "H" from 8 to 10, Line 10 from "C" to "H", Line "C" T HRS from- 8 to 10, 3rd lift..Witnessed placement of approximately 27 0 cubic REINSP HRS yards of grout in 1st lift of Line 'A" from "C" to "H", including two INSPECTOR •.., entry columns, and Entry #1 stair wall, .2nd lift. Cast three grout samples, marked Broadway #50 A-B-C. .. . . . .. . . . . High-Strength Bolts: Inspected bolting inside of columns at roof. Tested . DATE . and approved bolts except the following which are to be retorqued: REG. HRS. - '12E F", 1'2G'', i3i 114C ''4D'', 1'4E 11,' "4F", ''4G'', ''4H'', ''4J 1'613' ,, it '16H" , tt 1'6J 11 it . 117E" tt"7F" t i .i I tt . . .O.T.HRS. . . , oH ,- oJ , 7E , 7F , and 7G • . . ., . . .. . -RElNsP: HRS. . . -. . INSPECTOR . . . . . . . DATE REG. HRS. 0. T. HRS. RE,NSP. HRS. INSPECTOR DATE -REG; HRS. O.T.HRS. REt NSP. HRS. INSPECTOR DATE. REG. HRS. : 0. T. HRS. REINSP. HRS. INSPECTOR (1) Broadway Department Stores, Attn: Kelly Towner S . REPORTED To: (1) Associated Architects and Planners . . . . . (1) Johnson and Nielsen Associates (1) E W Hahn, Inc (1). E.W. Hahn, Inc., -Attn: .Les Farra . TESTING ENGINEE 'i'.. SAN DIEGO ----City of Carlsbad - . - REVIEWED THC:kh . .- . . - T.H. Chapman, p..t. #12882 - FCRM4 -'JP TestiAg Engineers —San IN ,'.. .- . 3467KurtzSt P0 Box 80985, San Diego, Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B, Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS . .. File #572-2, Permit #78-6171, P.O.. #SP-105364 DATE March .14, 1979 .. Jos The Broadway April 3, 1979 ADDRESS 2559 El Camino Real, Carlsbad, California OWNER:—'Broadway Department Stores ARCHITECT Associated Architects and Planners o REG WT CONCRETE 0 CORES ENGINEER Johnson and Nielsen Associates 0 LIGHT WT CONCRETE XX MORTAR CONTRACTOR E W. Hahn, Inc GUNITE 0 GROUT LAE3ORATORY NUMBER C34-742 MARK ON SPECIMEN Broadway #27 A B C LOCATION IN STRUCTURE 1st lift of loading dock wall BRAND OFCEMENT USED . . - Riverside, Type II . . . . S. . BRAND AND TYPE OF ADMIXTURE Lime SOURCE o- SAND .. . . Sorrento Sand Company . . . . . •. .. . . . . SOURCE OF ROCK - .. . .. .- .. S . . S.. •S -. . -S 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 ......... . . . . . . . S. TEMPERATURE OF MIXTURE . 'F Engineers-San Diego DATE MADE - . . . . March 6, 1979- DATE RECEIVED ......... March 7, 1979 SPECIMENS MADE By .......Testing DATE TESTED ........ March 13, 1979 April 3,- 1979 Stored & cured, AREA SQUARE INCHES 3.14 3 14 not tested ULTIMATE LOAD. Les. . . .. . ; 6170 .. - 10660 CRUSHING STRENGTH LBS. PER. SQ. IN. 1960 / - 3390 AGE TESTED. DAYS .- - - S -. - 28 UNIT WEIGHT LBS PER.CU FT SPECIFIED STRENGTH . . . . . - S . 2400 psi - .-- : . - - PORM 4 JP Testing Engineers—San Diego . : ..• 3467Kurtz8t P0 Box-80985, San Diego Ca 92138 (714)225-9641 r J 1,903 West Vista Way Unit B Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File 4572-2, Permit 08-6171, P.O. #SP-105364 DATE March 12, 1979 JOB: The Broadway. .• . ,. April 2, 1979 ADDRESS: 2559 El Camino Real, Carlsbad, California 0 : OWNER: Broadway Department Stores . ARCHITECT: Associated Architects and Planners o iG. WT. CONCRETE - 0 CoRes ENGINEER: Johnson and Nielsen Associates '. . . 0 LIGHT WT. CONCRETE XJXMORTAR CONTRACTOR: E.W. Hahn, Inc.. 0 GUNITE 0 GROUT LALloRATORY NUMBER '. -. C34-723 MARK ON SPECIMEN Broadway #25 A B C LOCATION IN STRUCTURE . 3' of 4th lift on Line 8 from "B". to 110 S BRAND OF CEMENT USED . . Riverside .• : •. BRAND AND TYPE Or ADMIXTURE Lime . . -• - '. . - SOURCE OF SAND : . Sorrento Sand Company . . . . . - - .• . / . . MIX.-PROPORTIONS OR NUMBER .. - SUPPLIER (CONcRETE) . - . 1 cement, 3 sand, 1 lime. :f . . . /4 . Job Mixed . TRUCK No. a TICKET NO. . SLUMP OR KELLY BALL . . . .. . . •. t///j,. Cq . TEMPERATURE OF AIR . . -. . . . . . . . . TEMPERATURE OF MIXTURE- SOURCE OF ROCK ..... .... S P*ECIMENS MADE By - . . . . Testing Engineers-San Diego . . . . DATE MADE . .. . . . -. March 5, 1979 DATE RECEIVED ......... March 6, 1979 12, 1979 April 2, 1979 Stored. & cured, DATE TESTED ................March AREA. SQUARE INCHES . . . . . 3.14 .. Q : . 3 14 not tested':. . ULTIMATE LOAD. Lee. . - -. . .6690 . 1.0920 . - .. . . . CRUSHING STRENGTH LOS. PER. SQ. IN. 2130 . .. . 3470. AGE.TESTED. DAYS . . . . 7 . . . . . 28 UNIT WEIGHT, LBS. PER. CU. FT. . . 0 . . . . . . : - SPECIFIED STRENGTH . . .. . 0 . . 2400 psi . 0 REPORTED TO: 0 0 0 0 0 . . . • 0• CLIENT (1) Broadway Department Stores, Attn: Kelly Towner -- (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E W Hahn, Inc (1) Mr. Les Farra 0 1'ity ofCarlsbad -. 0 - TESTING ENGINEER SAN DIEGO - - - .THC.kh - - T H Chap n, R E #12882 File #572-2, Permit #78-6171, P 0 #SP-105364 DATE April 231 1979 JOB The Broadway ADDRESS 2559 El Camino Real, Carlsbad, California OWNER Broadway Department Stores ARcHiTEcr• Associated Architects and Planners . .. 0 REQ. WT. CONCRETE '0 CORPS- - ENGINEER Johnson and Nielsen Associates o LIGHT WT CONCRETE XXMORTAR CONTRACTOR: E.W. Hahn, Inc. S 0 GUNITE D GROUT LABORATORY NUMBER C34 -1015 Mpv OH Sc MEN Broadway #47 A B C LOCATION IN STRUCTURE ' :First lift, Line "K" from "D" to "E" BRAND OF CEMENT USED Riverside, Type II BRAND AND TYPE OF ADMIXTURE Lime SOURCE' OF SAND Sorrento Sand Company 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 BALi.. TEMPERATURE OF AIR TEMPERATURE OF MIXTURE P SPECIMENS MADE BY Testing Engineers-San Diego DATE MADE March 26, 1979 DATE RECEIVED . . . -. . March 29,. 1979 . . . . DATE TESTED April 2, 1979 AREA SQUARE INCHES 1.14 ULTIMATE LOAD LBO. 5400 CRUSHING STRENGTH LBO. PER SQ IN £720 / AGE TESTED DAYS 7 UNIT WEIGHT LBS PER CU rr SPECIFIED STRENGTH '. -S. • S . 2400 psi FORM 16 JP ,Tésting.Engineèrs—San Diego .:. . SI 3467KurtzSt, P0 Box 80985,' San Diego, Ca 92138:.(714)225-'9641. r J. 1903 West Vista Way, Unit B, Vista California 92083 (714)'758-3 730 FILE No. _572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO JOB: The Broadway . ADDRESS: 2559 El Camino Real . . . . Carlsbad, California YEAR: 1979 .• '. '•. LAB NO. C34 DATE CAST MO. DA: LOCATION IN STRUCTURE 619 . 2/22 Escalator pit foundations. Broadway #15 A-B-C. Made by TESD. •. .: 661 . .2/27. Loading dock walls. Broadway #20 A-B-C. Made by .TESD.. :. 859 3/8 Escalator pit walls. Broadway #31 A-B-C. Made - . . . by TESD. • X No. 33-264 : SPEC. 28-DAY -STR. 3000 p,,— PE •_CEMENT • CY SPEC; SLUMP 4 IN. Pozz.344N . • _• Ago. sth_.1 IN. DMIX. TORED & CURED. NOT TESTED • • . .. . . ULTIMATE COMPRESSIVE STRENGTH. PSI - • DATE OTHER LUMP 7-DAY 28-DAY MAILED TEST RESULTS IN. • AGE 4 ..•. . 2670 4240/ 60-day. *Disc. 3/2 /79 3/8/79 3/16/79 3/23/79 4 1930 3570 60-day Disc 4: • .2490 •• • . : - • : •. .... FORM to JP Testing Engineers—San Diego flu 3467KurtzSt P0 Box 80985 San Diego, Ca 92138 (714)225-9641 J. 1903 West Vista Way, Unit B; Vista, California 92083 (714) 758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #78-6171, P.O. #SP-105364 JOB: ' The Broadway . .. Mix No. .O PR-52 GROUT SPEC. 28-DAY STR. 26.Psi ADDRESS: . 2559 El Camino Real' . TYPE ______CEMENT_7.0 Scv SPEC. SLUMP ______IN. Carlsbad California ADMIX Pozz 344 and Sika AGG SIZE IN STORED & CURED. NOT TESTED YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB NO. DATE . . , OTHER , CAST . , LOCATION IN STRUCTURE SLUMP 7-DAY '28-DAY . ' TEST RESULTS MAILED .j-p MO. DA. ' . IN. AGE 629 2 /23 Wall, Line "H" from 8 to 9,. --- . '2420. 3540/ 60-day *Disc. . 3/2 /79 1st lift. Broadway #17 A- . ' . ' : . ' .. ' . 2 3/8179 H. B-C. Made by TESD. 3/16/79 3/23/79 663 2/27 Line "A" to "G" at 10, 3rd --- . .1780' 3070 60-day. *Disc. 3/30/79 lift". Broadway #22 A-B- . C. ' Made by TESD. 743 3/6 ' Line "A" from -6 to 7, 2nd ' --- . 1770/ lift. .Broadway #28 A-B-C. Made by TESD. 861 3/9 ' 2nd floor. Line 10 from "C" --- , ' 1610 , ' ' , , ,: , to "D", Broadway #33 A-B- H C. Made by TESD. 864 3/12 3rd lift, loading 'dock wall --- 1410 at Line. 7. Broadway #36 A- B-C. Made by TESD. , 1st ift, Line 2 from "A" --- 1530 to "B". Broadway #37 A-B- C. Made by TESD. . "I 943 3/15 Wall,' Line 8 from "H" to : 260. dock wall at 2nd floor. Broadway 190 A-B-C. Made,' by TESD. . . '' : 947 "3/16 Line ro to 'loading dock at ' --- . '1340. parapet. Broadway #42 A-B- C Made by TESD (1) Broadway Department Stores, Attn: Kelly Towner , (1) Associated Architects and Planners (1) 'Johnson and Nielsen Associates (1) , E.W. Hahn:,. Inc. TESTING ENGINEER SAN DIEGO '(1) Mr. Les Farra ', ' ' ,.'' 'REVIEWED BY . '(l'' City of Carlsbad THC:kh ' '' . ' " ' ' ' ,, T.H. Chapman/R.E. #12882 FORM to JP _____ • Testing Engineers—San Diego. .... . • I, 3467KurtzSt P0 Box80985 San Diego, Ca 92138 (714)225-9641 r j 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 FILE No: 572-2 SUMMARY OF COMPRESSION TEST RESULTS. . PAGE ONE Permit #78-6171, P.O. #SP-105364 Joe The Broadway Mix No 33-265 '.' SPEC 28 DAY STR 2500 Psi . ... ADDRESS: 2559 El, Camino 5.1 4 TYPE ______ Real .• : ,•. . CEMENT____________ Scv SPEC. SLUMP Carlsbad California . . . . • .• . Pozz. 344 . . 1 -. . •. . : : ADMIX. AGG. SIZE 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 TEST RESULTS MAILED 04 MO. DA. . IN. AGE 946 3 /16. First floor slab, Line "D" 5 . 1500' . . .. .. . 3/23/79. at 8. Broadway #41 A-B-C. . . . • . ..• ,. 3/30/79 Made by TESD. • . . . . . • . . 980 3/23 First floor slab, Line "B" 5 1950 . . • at 6. Broadway #45 A-B C. . .• . . • .. • • Made by TESD 981 3/23 First floor slab, Line "D 5 1630.: • •• •. at 4. Broadway #46 A-B-C. ., • . . •.•. . . . Made by TESD (1) Broadway Department Stores, Attn: Kelly Towner • . • •. •. .• .. . . .(l) Associated Architects & Planners . •• • • . ,.• . ..• • : (1) Johnson & Nielsen Associates • . :- • . . . / • . • (1) E.W..Hahn, Inc. : - • ...TESTING ENGINEE AN. DIEGO .... (1) Mr. Les Farra REVIEWE City of. Carlsbad • . . ... . . THC kh T H Chapman, R E #12882 . FORM 4 JP Testing Engineers—San Diego A. IPE 101 3467KurtzSt P0 Bb `80'985 San Diego Ca 921.38',(714) 225-9641 r J 1903 West Vista Way Unit B Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS S File .#572-2,Permit#78-6171,.p.O. #SP-105364 :. •e. DATE March 30, 1979.. Joe The Broadway ADDRESS 2559 El Camino Real, Carlsbad, California OWNER Broadway Department Stores ARCHITECT Associated Architects and Planners o RUG. WT. CoNcirrE 0 CORES ENGINEER Johnson and Nielsen Associates o LIGHrWT CONCRETE XXMORTAR CONTRACTOR: E.W. Hahn, Inc. o GUNITE .. 0 GROUT LABORATORY NUMBER . . C34-979 'S MARK ON SPECIMEN '. Broadway #43 A, 'B .. .. - C LOCATION IN STRUCTURE First lift, 2nd floor, Line 10 from "G" to "H't BRAND OF CEMENT USED ". . '. Riverside, Type II BRAND AND TYPE OF ADMIXTURE . Lime SOURCE OF SAND . Sorrento Sand Company S •' :- SOURCE OF ROCK Mix PROPORTIONS OR NUMBER . ..' 1 cement, 3 sand, 1/4 lime 5 SUPPLIER (CONCRETE) . . - 5 Job Mixed TRUCK No. & TICKET No. SLUMP OR KELLY BALL TEMPERATURE OF AIR. '. . -. ,F .. . S - '• TEMPERATURE OF MIXTURE . SPECIMENS MARE By . . . . Testing Engineers-San Diego . S , " 'S•5, DATE MADE ....... . . March 23, 1979 DATE RECEIVED .. . . March 29, 1979 .. . : . ,. ,• DATE TESTED . .' '. - . . March 30,1979 AREA SQUARE INCHES 3.14 ULTIMATE LOAD LBO. 5520 CRUSHING STRENGTH LOS. PER SO IN 1760 AGE TESTED DAYS 7 UNIT WEIGHT, LOS. PER. CU. FT. . - , .' S I S S. S •'" SPECIFIED STRENGTH •. . S S ' ' , ' 2400 psi FORM 4 jp _____ • Testing Engineers —San Diego , S 10 3467KurtzSt P0 Box80985, SanDiego Ca 92138 (714)225-9641 r 1 1,903 West Vista i Way Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 DATE March 7, 1979 JoB: The Broadway " March 28 1979 ADDRESS Camino El Caino Real, Carlsbad, California ' OWNER Broadway Department Stores ARCHITECT: - Associated Architects & Planners ' ' REG. WT. CONCRETE 0 CoRES ENGINEER:' ' Johnson and Nielsen Associates, , o LIGHT WT. CONCRETE XjXMORTAR CONTRACTOR: E.W. Hahn, Inc. •' ,, ' ' 0 GUNITE ' ' '• 0 GROUT LABORATORY NUMBER'.. ' 04-711. MARK ON- SPECIMEN '. Broadway #23 A -' 'B. , .. C 'LOCATION IN STRUCTURE : '. Line 10 from "G" to "H"' BRAND OF CEMENT USED - . . - Riverside BRAND-AND TYPE OF ADMIXTURE , Lime SOURCE OP SAND '.. ' - . ,. Sorrento Sand Company ' ' ': SOURCE OF ROCK,' Mix PROPORTIONS OR NUMBER .. - SUPPLIER (CONCRETE) '.-- . . 1 cement, 3 sand, 1/4 lime '..•' 4f4 Job Mixed ' , ' , ,. TRUCK No. & TICKET No..... ' ' '' ' •. ' ' SLUMP OR KELLY BALL -.. -' ' ' ' ' ' . ' TEMPERATURE OF AIR . .p ' 111 ' TEMPERATURE OF MIXTURE' .' P ' ' ' ' ' '. . ' ' P /f/11 ¶J40, ' SPECIMENS MACE By - . . . Testing Engineers-San Diego • ' ' '. H ' e171 28, 1979 , S , , • ' ' ' . S DATE RECEIVED . ,:- March 2, 1979 7, 1979 March 28,1979 Stored & cured, DATE MADE ..........February 'DATETESTED ...............March AREA. SQUARE INCHES .. ,. ,. 3.14 ' 3.14 , not tested 'ULTIMATE LOAD. LBS.. .' . ' . ' 8750 , 13760 CRUSHING STRENGTH. LBS. PER. SQ. IN. 2790 -' 4380 - • S , , ' ' ' AGE TESTED. DAYS . . S • 7 , S ' .28 ,, ' ,' S ' • , ' '' -- S ' UNIT WEIGHT. LBS. PER. CU. SPECIFIED STRENGTH . . . . ' ' ' ' . ' , '2400 psi FORM 1 PAGE I JP. S... ' Testing Engineers —.San Diego +4 Ioff 3467KurtzSt P0 Box 80985 San Diego Ca 92138 11. - r J 1903 West. Vista Way, Unit B, Vista,' California 92083 (714) 758-3730 PAd I OF 2 LABORATORY NUMBER' SD34-1101 INSPECTION REPORT ,. ' ' '. DATE March 27, 1979 FILE 572-2, Permit #78-6171, P.O. #SP-105364 ''. ' INSPECTION OF' Reinforced Concrete /masonry/ Structural Steel/High-Strength Bolts JOB: .' The Broadway ADDRESS: 2559 El Camino Real, Carlsbad, California ______ ______ ______ DATE DATE . . . . Reinforcing Steel: ASTM A615, Grade 40 and 60. .REG. HRS. , ' Concrete Mix: 33-265 (5.1 sks'., 2500-psi). '. . . . . . . O.T.HRS. ' ' : Grout Mix: PR-52 (7.0 sks., 2660 psi)..... REINSP.HRS.- . . -- 'Mortar: ' . . Type "S'1 (2400 psi). 'INSPECTOR ' :. Structural Steel:. 'ASTM A36. Electrode AWS E7018 (LH) Certified Welders: D. Teulecke #25701, J. Underwood . '. DATE O.T.HRS. REG. HRS. REINSP. HRS. Y-c). ; ., S INSPECTOR Reinforced Masonry: Inspected reinforcing steel. for placer DATE . 3/19/79 size in columns as shown on Detail 1/S-7. Columns weraxebuilt wpol REG. HRS. , 2.0 of Engineer to use ties that provide clearance for use of O.T.H RS. . : 4x8x16 b1o1 T2' columns. REINSP.HRS. . . 'Reinforced Concrete: Inspected and approved placement of reinforcing steel INSPECTOR in 1st floor slab, Line 2 to 7 from "A" to "C", 2nd pour.. J.' M. Lee : Work stopped due to 'Reported for-work; inclement 'weather.., -. . . cancelled due to inclement weather.- DATE ' - 3/20/79 REG. HRS.' 2.0 - Show-up time only. ' . S , ' ' , S ' , S ' ' S •, ' ' . S 0. T..HRS.' REINSP. HRS. Reported for work; INSPECTOR 'cancelled due to inclement weather. -S DATE. 3/21/79. , REG. -HRS. .. 2.0 Show-up time only. 0.T. HRS. REINSP. HRS. INSPECTOR .. . ' ' . ' : ' ' '' ' ' . ' . ::. S ' . ' . . , . .•- . . S 5 ' '' FABRICATOR OR ERECTOR: Kimball & Smith, Pitner & Zenor, Cent. 'Industrial Engrs..' CONTRACTOR: E.W. Hahn, Inc. -SHOP ' FiLo_XXX PLANT - _ S . Testing Engineers—San Diego 10 3467Kur1zSt P.O.Box 80985, San Diego, Ca 92138 (714)225-9641 C 17 1903 West Vista Way Unit 'B; Vista California 92083 (714) 758-3730 FORM JP PACE 2 OF 2 LABORATORY NUMBER SD34-1101 JOB: The Broadway. DATE March 272 1979 DATE 3/22/79 Reinforced Masonry( Inspecred reinforcing steel placement and building PEG. HRS. 8.0 of masonry walls for-3rd--lift as shown on Detail 4/S10, and 1st lift of 0: T. HRS. . wall on Line "H" from 8 to 10., 2nd floor. REINsP:H,Rs. Reinforced Concrete: Inspected reinforcing steel for, placement, grade and INSPECTOR . . size in 2nd pour of 1st floor slab, Line 2 to 7 from "C" to "E". Structural Steel Assemb: Inspected field welding of clip addition to make four hole connection to existinz three hole diD at five olaces on DATE REG. HRS. OT. HRS. REINSP. HRS. INSPECTOR DATE .. 3/23/79 REG. HRS. .8.0 O.T.HRS. REINSP. HRS. INSPECTOR DATE PEG: HRS. O.T.HRS. REtNsP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR roof, Line "D" to "E" and 5 to 6. '. . High-Strength Bolting Inspected bolting on Line "A" to "E" from3 to 5. Reinforôed Masdnry: Inspected placement of reinforcing steel and .building of masonry wall on Line 10 from "C". to "H", 1st lift at 2nd floor, and Line "C" from 8 to 10, 2nd floor, and column at Entry #1, 1st lift, 1st floor. Castthree mortar samples, narked Broadway #43 A-B-C, at Line 10 from "C" to "H". Witnessed placement of approximately 18.0 cubic yards of grout in 3rd lift to top of wall as shown on Detail 4/S-1, 4th lift of Line "K" from 3-to 6, and 2nd lift of Entry #2 stair wall, Line 2 to 3. Cast three grout samples, marked Broadway #44 A-B-C, from top of wall, Detail 4/S-1. Reinforced Concrete: Witnessed placement of approximately 215 cubic yards of concrete in 2nd pour of 1st fboor.slab. Cast two sets of samples, marked Broadway #45 A-B-C and Broadway #46 A-B-C respectively, from Line 6,-at "B" with 5" slump, and Line 4 at "D" with 5" slump. Structural Steel Assembly: Inspected miscellaneous welding at roofopenings. DATE PEG. HRS. 0. T. HRS REINSP. HRS. INSPECTOR (1) Broadway Department Stores, Attn: Mr. Kelly Towner REPORTED To: (1). Associated Architects and Planners : .. (I) Johnson and Nielsen Associates . * (1) (1) E.W. Hahn, Inc. Mr. LesFarra . . . * •. . . .TESTING EN (TCity of Carlsbad (,4 REVIgW,6-BY c7 q Ti-IC kh . ; T Chapmar ERS - SAN DIEGO , R.E. #12882 FORM 4 JP I Testing Engineers—San Diego.... , 3467KurtzSt P0 Box 80985 San Diego Ca 92138 (714)225-9641 r 1 1903 West Vista Way Unit B, Vista California 92083 (714) 758-3730 REPORT OF. COMPRESSION TESTS . S File. #572-2, Permit #78-6171, P.O. #SP-105364 DATE March 6, 1979 ;JOB: The Broadway March '27, 1979 .' ADDRESS: 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores ARCHITECT: Associated Architects and Planners . . . ., o REG. Wr. CoNcRETE 0 CORES ENGINEER: Johnson and Nielsen Associates - o LIGHT WT. CONCRETE XC MORTAR CONTRACTOR: E.W. Hahn, Inc. . . S . . . ... 0 GUNITE' 0 GROUT LADORATOP.Y'NUMSZR . ,. C34-662 . . . ' . , . MARK ON SPECIMEN . . Broadway #21. LOCATION IN STRUCTURE ' 3rd lift, 'Line "G't to 'tHtt on Line 10 . ., BRAND OF CEMENT USED . . . Riverside, Type II BRAND AND TYPE OF ADMIXTURE - Lime SOURCE OF SAND ....... Sorrento Sand Company OF ROCK . . . . . ,SOURCE . . . . . . 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: ..... TEMPERATURE OF MIXTURE Engineers-San Diego. . ' . ... . . .. . DATE MADE ' ....... : February 27, 1979 DATE RECEIVED ' .' ..... . Feb., 28, 1979 ' . ' .. . .. .' •:. . S SPECIMENS MADE BY .......Testing DATE TESTED .......... March 6, 1979 March 27,1979 . Stored & 'cured, AREA, SQUARE INCHES . .., '. . . 3.14 ' , 3.14 not tested , S ULTIMATE LOAD. LBS. ..' .." . . 6710 , ' : 12980 CRUSHING STRENGTH LBS. PER. SQ. IN. ' 2140. . ' . 4130 AGE TESTED. DAYS ...... .7 . . '28 UNIT WEIGHT. LBS. PER. CU. FT. SPECIFIED STRENGTH - ' . . . • . ...' 2400 psi . PORN 4 LIIJ Testing Engineers—San Diego 44 ç 3467KurtzSt P.O.B6x80985 San Diego Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP10534 : DATE Marc 5, 1979 Jos The Broadway. March 263, 1979 ADDRESS.: 2559 El Camino Real, Carlsbad, California OWNER Broadway Department Stores ARCHITECTt Associated Architects and Planners REG. WT CONCRETE 0 CORES ENGINEER Johnson and Nielsen Associates LIGHT WT. CONCRETE XJ MORTAR CONTRACTOR: E.W.' Hahn, Inc. - 0 0 GUNITE 0 GROUT LADORATORY NUMBER C34-659 MARK ONSPECIMEN Broadway #18 0 0 LOCATION IN STRUCTURE : 2nd lift, Line "C from 9'to 10 BRAND OF CEMENT USED • . Riverside, Type II ' - •, •0 BR.plo AND TYPE or ADMIXTURE Lime 0 0 SOURCE OF SAND •' . Sorrento Sand Company 0 SOURCE OF POCK ...... cement 0 00 1 3 1/4 lime ,iIx PROPORTIONS OR NUMBER . . cement sand, SUPPLIER (CONCRETE) •' . Job Mixed 0 MAR 2 7197 0 0 0 TRUCK No & TICKET No.CITY SLUMP OR KELLY BALL . 0 0 0 0 Y OF CARi- 0 0 0 TEMPERATURE OF AIR TEMPERATURE OF MIXTURE BUilding D L._SBAD 0, ' 0 0 0 0 0 0 0 De 'SPECIMENS MACE BY - . . .. Testing Engineers-San Diego 0 0 0 0 0 0, 0 •0' 0 DATE MADE 0 •• • - February 26, 1979 0 0 0 0 0 •0 0 DATE RECEIVED •-•- ' •. Feb. 28, 1979 0 0 . 0 0 0 0 00 DATE TESTED - . .. . -.. March 5,'1.979 0 March26, 1979 'Stored & cured, AREA, SQUARE INCHES - - - . : 3.14 0 3.14 0 not tested 0 0 0 ULTIMATE LOAD Lea 6160 13460 CRUSHING STRENGTH LBS. PER. SQ. IN. 0 .1960 4290 AGE TESTED DAYS 7 28 UNIT WEIGHT LBS PER CU PT SPECIFIED STRENGTH . - . . 0 2400 psi 0 0 0 0 0 0 '•,, 0 REPORTED To CLIENT (1) Broadway Department Stores, Attn: Kelly. Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates 0 (1) E.W. Hahn, Inc. (1) Mr Les Farra 1s)City of Carlsbad TESTING ENGINEERS SAN DIEGO REVIEWED BY H a I-I .L 3HJ . FORM 18 JP r Testing Engineers—San Diego : ••, '.' ' 3467KurtzSt.; P.O. Box 8O985, San Diego, Ca. 92138 (714)225-9641' I J 1903 West 'Vista. Way,, Unit B,, Vista California 92083 (714):758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS ' PAGE TWO Permit '#78-6171, P.O. #SP-105364 JOB: ' The Broadway - ' . Mix No. 33264 SPEC. 28-DAY STR. .3000 Psi ADDRESS: 2559' El Camino Real: ' TYPE -, CEMENT 5.4 ' SCY'SPEC. SLUMP 4 IN.'. Carlsbad, California - ,' •' ADMIX. Pozz. 344N AGG; SIZE 1 IN. *STORED & CURED. NOT TESTED YEAR: , 1979 . ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB NO. DATE . . . , OTHER CAST LOCATION IN STRUCTURE SLUMP 7.DAY, 28-DAY TEST MAILED C34 MO. DA. RESULTS ' iN. . AGE 619 ' 2/22 , Escalator pit foundations. 4 ' - 2670 .4240 60'-day *Disc. 3/2 /7 9 Broadway #15 A-B-C. , Made 3/8/79 by TESD. 3/16/79 661 .2/27 ' Loading 'dock walls. ".';'" 4 1930 : " '' - , " :3/23 /79 Broadway #20 A-B-C. Made - by TESD. ,', 859 3/8 Escalator pit walls 4 2490 Broadway #31 A-B-C. Made by TESD. FECV D MAR 261979 cl1YOFCARl Building Depart ant (1) , Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsn. Associates 7) (1) E.W. Hahn, Inc. , ' . ' ' ' . ' TESTING ENGINEE'RS, SAN DIEGO , Mr. Les Farra REVI EWED SY City of Carlsbad' ,/' (1) 'Pre-Mixed Concrete Company THC kh T H Chapmat(', R.E.-#12882 . FORM 16 .JP L 7 Testing Engineers—San Diego 0 3467 Kurtz St,PO Box 80985, San Diego, Ca 92138 (714)225-9641 1 J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 . FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE. Permit #78-6171, P.O. #SP-105364 JoB: The Broadway . Mix No. 33 -265 SPEC. 28-DAY STIR.2 Psi 500 ADDRESS: 2559 ElCamino Real TYPE ______CEMENT 5.1 Sc? SPEC. SLUMP ______IN Carlsbad California . . Pozz. 3414 -. . 1 - . ADMIx.. _. AGG. SIZE_______ 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 TEST MAILED C_' MO. DA. IN. RESULTS . AGE - 946. 3/16 First floor slab, Line RD" 5 . 1500. . ; . . .3/23 /79 at 8. Broadway 441 A-B-C. .. . . . Made by TESD in 1979 .. ... . CM OF,CRLSAD uitding 110 W.Mf t . . (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects & Planners . . (1) Johnson & Nielsen Associates (1) E.W. Hahn, Inc. . (1) Mr. Les Farra .1ity of Carlsbad 44~#1O . . . . THC:kh REVIEWED TESTING ENG1 / AN DIEGO T.H. Chapman, R.E. #12882 a . . Testing Engineers —San Diego 346 7 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (7.14) 758-3730 - FORM 16 JP FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #78-6171, P.O. #SP-105364 JOB: The Broadway ADDRESS: 2559 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE C34 CAST MO. DA. 629 2/23 Mix No. PR-52 GROUT SPEC. 28-DAY STIR. '2660 Psi TYPE ______ CEMENT_7.0 Sc'' SPEC. SLUMP ______IN. ADMIX. Pozz. 344 and Sika AGG. SIZE______IN.- *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. AGE Wall, Line "H" from 8 to 9, --- 2420 3540 60-day Disc. 3/2 /79 1st lift. Broadway #17 A- .. . 3/8/79 LOCATION IN STRUCTURE 3 /16 /79 3/23/79 aue Dy jjjj • 663. 2/27 Line "A" to "G" at 10, 3rd --- 1780 lift. Broadway #22 A-B- 'C. Made by TESD. 743 3/6 Line "A" from 6 to 7, 2nd --- 1770. . lift. Broadway #28 A-B-C. Made by TESD. 861 3/9 2nd floor, Line 10 from "C" --- . 1610 t,o "D". Broadway #33 A-B- C. Made by TESD. 864 3/12 3rd lift, loading dock wall ---' 1410. at Line 7. Broadway #36 A- B-C. Made by TESD. 880 3/13 1st lift, Line 2 from "A" --- 1530 to "B". Broadway #37'A-B- C. Made by TESD. 943 3/15 Wall, Line 8 from "H" to --- 1260, dock wall at 2nd floor. Broadway #40 A-B-C. Made by TESD. 947 3/16 Line 6 to loading dock at ' --- 1340 parapet. Broadway #42 A-B- C. Made by TESD. . ED Fbi Fm MAR 26 97.9 CITY )ECA .LS.B' D t3u tding De artmCt (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. (1) Mr. Les Farra City of Carlsbad THC:kh TESTING ENGINEERS. SAN DIEGO REVIEWED BY Jt T. H. "Chaprnan,á'R.E. #12882 FORM IC JP Testing Engineers—San Diego . I " 3467KurtzSt P0 Box80985, San Diego, Ca 92138 (714)225-9641 r j 1903 West Vista Way Unit B, Vista California 92083 (714) 75873730 FILE No. 572-2 . SUMMARY OF COMPRESSION TEST RESULTS PAGE_ ONE . Permit #78-6171, P.O. #SP-105364 . . JOB: The Broadway . MIX No. 33267 SPEC. 28-DAY STIR. 4000 p,, ADDRESS: 2559 El Camino Real - . TYPE ______CEMENT _6.8 SCY SPEC.SLuMp 4 t. Carlsbad California . . . . . . . ADMIX Pozz 344 and MBAE 10 AGG SI2E__1 IN STORED & CURED. NOT TESTED . . YEAR: . 1979 S 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 722 3/5 2nd floor, Line "C" to 11H1' 4½ 2480.. . . . . . 3 /16/79 from 6 plus 12' to 10. Broad * . .. 3/23/79 way #24 A-B-C Made by TESD 741 3/6 2nd floor slab, Line "C" to 51-2 2670 on Line 6 Broadway #26 A-B-C. Made byTESD. . . . . I . 858 . . 3/8 2nd floor, Line 5 to 6 from 5½ :. 2790. "J" to "H" Broadway #30 A-B-C Made by TESD 862 3/l2 2nd floor slab, Line "J" 5½ 2740 . . . . at 53 4th pour. Broadway S. S #34 A-B-C Made by TESD S S 1AR261 79 CITY OFCMLSB/D Building Del artment (1) Broadway Department Stores, Attn: Kelly Towner (I) Associated Architects and Planners (1) Johnson and Nielsen Associates . .7 /• 5 5 5 5 (1) . E.W. Hahn, Inc. . S 5 . - TESTING ENG.INEE S.,/SAN DIEGO . Carlsbad THC kh ''i' TH ''Chapman,R E #12882 . PORM 4 jp • __ Testing Engineers—San Diego I, 3467KurtzSt P0 Box 80985, San Diego, Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B, Vista California 92083'(714) 758-3730 REPORT, OF COMPRESSION TESTS File #572-2, Permit #78-6171,. P.O. #SP-105364 DATE March 23, 1979 Jos: The Broadway Aoos 2559 El Camino Real, Carlsbad, California owp Broadway Department Stores ARCHITECT: Associated Architects and Planners 0 REG. WT. CONCRETE 0 CORES ENGINEER: Johnson and Nielsen Associates .. o LIGHT WT. CONCRETE X( MORTAR CORThACTOR:E,W. Hahn, Inc.. 0 GUNITE 0 GROUT LABORATORY -NUMBER C34-942 MARK ON SPECIMEN Broadway #39'A . B C - LOCATION IN STRUCTURE Wall, Line "H" from "K" to loading dock, 2nd floor BRAND OF CEMENT USED - . . Riverside, Type II BRAND AND TYPE OF ADMIXTURE Lime SouRcE oF SAND Sorrento Sand Company SOURCE OF Rock MIX PROPORTIONSORNUMSER .-. 1 cement, 3 sand, 1/4 lime SUPPLIER (CONCRETEI • . . . Job Mixed TRUCK No & rIcKET No SLUMP OR KELLY BALL TEMPERATURE OF AIR . . • °F TEMPERATURE OF MIXTURE * F SPECIMENS MADE BY . . . . Testing Engineers-San Diego DATE MADE . . . . . March 15, 1979 DATE TE9TED . . . . . . 20, 1979 March 22, 1979 R E C E DATE RECEIVED ..........March AREA, SQUARE INCHES - 3.14 ULTIMATE LOAD. Les. . - . 4960 MAR 2 61379' CRUSHING STRENGTH L8. PER. SQ. IN 1580 ..........7 AGE TESTED. DAYS CITY - - OF CARLSBAD.-. UNIT WEIGHT LBS. PER. CU. FT. 0 Building Departmflt SPECIFIED STRENGTH - 2400 psi REPORTED To CLIENT (1) Broadway Department Stores, Attn: Kelly Towner • (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E W Hahn, Inc Mr. Les Farra . (1 . City of Carlsbad . TESTING ENGINEERS- N DIEGO -. •• REVIEWED, BY. . THC kh T. Chapman, R E 412882 . FORM 4 jp Testing Engineers —San Diego I, 3467 Kurtz St,PO Box 80985, San Diego Ca 92138 (714)225-9641 . 1 J 1903 West Vista Way, Unit B, Vista, California 92083 (71.4) 758-3730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171,P.0. #SP-105364.. DATE March 2, 1 979 JOB: The Broadway . ,. . . . . . March 23 1979 ADDRESS: 2559 El Camino Real, Carlsbad, California S . OWNER: . Broadway Department Stores S ARCHiTECT: Associated Architects and Planners . REG. WT. CONCRETE 0 CORES ENGINEER: Johnson and Nielsen Associates . o LIGHT WT. CONCRETE X)PC MORTAR CONTRACTOR: E.W. Hahn, Inc. : . o GUNITE o GROUT LABORATORY NUMBER .. . C34-628 .. . . 0 MARK ON SPECIMEN . Broadway #16 A B C . . LOCATION IN STRUCTURE . . Wall, Line 7 between tiAti and B't 1st lift S BRAND OF CEMENT USED - . - BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND SOURCE OF ROCK MIX PROPORTIONS OR NUMBER - SUPPLIER (CONCRETE) TRUCK No. & TICKET No. . . SLUMP OR KELLY BALL . . TEMPERATURE OF AIR 1' cement, 3½ sand, ~4 to ½ lime Job Mixed . TEMPERATURE OF MIXTURE -• . . . . . . . . SPECIMENS MADE BY . Testing Engineers-San Diego . •. . . . . . 23, 197.9 . . S. •• - . . DATE RECEIVED - .. . .. - ;. Feb. 27, 1979 2, 1979 March 23, 1979 Stored &cured, . DATE TESTED .........March AREA, SQUARE INCHES DATE MADE .........February -. - 3.14 3.14 not tested S ULTIMATE LOAD. Lss.; . . 5310 . . 9740 . . CRUSHING STRENGTH LOS. PER. 30. ..IN. . 1690 .. . 3100 R 5_S . AGE TESTED. DAYS . - . : . UNIT WEIGHT. LBS. PER. Cu. FT. - . . . . . . . : MAR 2 619 9 . . . SPECIFIED_STRENGTH [ 2400 psi civ OF C-AfLSBA Building Departmoflt REPORTED To: . . . . . . . . . .5 . . CLIENT (1) Broadway Department Stores, Attn: Kelly Towner . .. . (1) Associated Architects and Planners . . . . . . . . (1) Johnson and Nielsen Associates . (1) E.W. Hahn, Inc. . : . . • S • • (1) . Mr. Les Farra city of Carlsbad . .• . TESTING ENGINEERS/SAN DIEGO REVIEWED BY. THC kh T H (Chapmaii,:R E #12882 _ . e Testing Engineers—San Diego all. 3467KurtzSt P0 Box80985 SanDiego Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista,-. California 92083 (714)758-3730 REPORT OF COMPRESSION TESTS File #572-2,' Permit #78-6171, P.O. #SP-105364 DATE 'March 2, 1979., Jos The Broadway March 23, 1979 ADDRESS 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores ARCHITECT: Associated Planners & Architects o REG. WT CONCRETE 0 CORES ENGINEER; , Johnson and Nielsen 'Associates ' ' ' o LIGHT WT. CONCRETE X2 MORTAR CONTRACTOR: E.W. Hahn, Inc. ' ' ' 0 GuI'nT ' 0 GROUT LADoroRv NUMBER C34618 MARK ON SPECIMEN ' Broadway #14 A B , C : LOCATION IN STRUCTURE ' Line 10, second course BRAND OF CEMENT USED . -. Riverside, Type II BRAND AND TYPE OF ADMIXTURE - Lime Sand Company SOURCE OF ROCK ' 'MIX PROPORTIONS OR NUMBER .. - 1 cement, 3 sand, 1/4 'lime SUPPLIER (CONCRETE) : Job Mixed TRUCK NO. & TICKET No. SOURCE OF SAND ........Sorrento SLUMP OR KELLY BALL , - . TEMPRATURE OF AIR F E TEMPERATURE OF MIXTURE F SPECIMENS MADE By . . Testing Engineers-San Diego 22, 1979 DATE RECEIVED .....' ' Feb. 23, 1979 1, 1979 March 22, 1979 Stored & cured, DATE MADE ...........February AREA, SQUARE INCHES . . - . , 3;14', 3.14 , ' not tested DATE TESTED ............March ULTIMATE LOAD. Les.' - . - . ' . 8590 15480 CRUSHING STRENGTH LBS PER SO. IN 2740 4930 AGE TESTED. DAYS - -' ' 7 28 ' :, •' RECE 'UNIT WEIGHT, LBS. PER. CU FT SPECIFIED STRENGTH 2400 psi REPORTED TO: ' : ' ' ' ' -- r RLS SMW CLIENT (1), Broadway Department Stores, Attn: Kelly Towner Cl 1 ".—' " ' (1) Associated Architects and Planners u%td%flg DePar (1) Johnson and Nielsen Associates (1) E W Hahn, Inc '(1) Mr. Ls Farra >414s...City of Carlsbad . TESTING ENGINEE/SJ SAN DIEGO REVIEWED BY S .THC:kh ,. - 'TA-I. Cha1J1Lar, R.E. #12882 - - S - FORM I PAGE 2 JP Testing Engineers—San Diego 3467 Kurtz St,PO Box 8O985, SanDiego Ca 92138 (714)225-9641 1 J,4903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD34-1006 INSPECTION REPORT DATE March 21, 19-79 FILE: 572-2, Permit #78-6171, P.O. #SP-105364 JOB: The Broadway -1 ADDRESS: 2525 El Camino Real, Carlsbad, California ______ DATE Reinforcing Steel ASTMA61S, Grade 60 .REG. HRS. Concrete Mix: 33-265 (5.1 sks. 2500 psi). O.T.HRS. . 33-267 (6.8 sks., 4000 psi).. C/tv REINSP.HRS. Grout Mix: PR-52 (7.0 sks., 2660 psi). Op INSPECTOR Mortar: Type "S" (2400 psi). "t/// C1q j , Structural Steel: ASTM A36. 0O Certified'Welde-rs: D. Teulecke#25701, J. Underwood #36520. tf DATE REG. HRS. 0. T. HRS. S REINSP. HRS. -- . INSPECTOR - DATE 3 /12/7 9. ,T/9- Reinforced Concrete: Inspected area for cleanup and clearances and 8.0 witnessed placement of approximately 81 cubic yards of Mix 33-267 in REG HRS.' 2.0 o T HRS 2nd floor, Line 1 to 6 from "G" and "K", and Line "H" from 8 to 10, Line 10 from "F" to "G" Line 10 from "C" to "E" and Line 8 from REINSP. HRS. "B" to "C". Cast three test-samples marked Broadway #34 A-B-C from INSPECTOR Line "j!' at 5 with 5" slump. 0 J.M. Lee Reinforced Masonry: Inspected placement of reinforcing steel and building of wall on Line "A" from 3 to 5, and Line "K" from 5 to 6. - Cast three DATE mortar samples marked Broadway #35 AB-C at Line "K" from 5 to 6. Wit:!!.Ro , , HRS .- nessed placement of approximately 18 cubic yards of grout in 3rd lift at OTH RS. Line 8 to loading dock wall from Line "H", loading dock wall from Line '6 REINSP.HRS.- to 8, and Line 6 at "K" to loading dock wall. Cast three grout samples, IN •, Marked Broadway #36 A-B-C, from 3rd lift, loading dock wall at Line 7. DATE 3/13/79 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR Reinforced Masonry: Witnessed placement of approximately 36 cubic yards- of grout in following areas: 4th lift of Line "A" from 5 to 6; 3rd lift - of Line "A" from 3 to 5; 2nd lift of Line "K" from 3 to 6; 1st- lift of Line 2 from "A" to "B" and "J" to "K", and Entry #1 stair wall, Line 2 to 3. Cast three grout samples, marked Broadway #37-A-B-C, at Line 2 from "A" to "B". - - - INSPECTION OF Reinforced Concrete/Masonry / High-Strength Bolts/Structural Steel FABRICATOR OR ERECTOR: Kimball & Smith, Pitnor & Zénor, Cent. Industrial Engr. CONTRACTOR: E.W. Hahn, Inc. SHOP _______ FIELD NT S • FORMS jP Jil Testing Engineers—San Diego '. .II1Li' 346 7 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 r r 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 OF 2 LABORATORY NUMBER SD34-1006 JOB: The Broadway DATE March 21, 1979 DATE 3/14 /79 High-Strength Bolting: Inspected bolting on Line 2, 3 and 4 from "E" to REG. HRS. 8.0 "K" at roof. Due to inaccesible location, bolting in connection to column o.T:HRS. web will be checked by turn-of-the-nut method at a later date. REINSP. HRS. Reinforced Masonry: Inspected placement of. reinforcing steel and. building INSPECTOR of. loading dock walls on Line "K" from 3' to 6. Line 6 to dock wall, 3rd lift, and 4th lift of wall on Line 8 at "H" to doèk wall. Cast.three mortar: samples, marked Broadway #38 A-B-C, at Line 8 at "H". . . Structural Steel Assembly: Inspected welding of roof openings; welds were DATE. 3/15/79 .REG. HRS. 8.0 1/4" fillet welds, full size, with no visual defects. O.T.HRS. . . High-Strength Bolting: Inspected bolting on Line 5, 6 and 7 from "F" to REINsp. HRS. "K". One bolt at "J-6" will be burned off and replaced due to nut rotation. INSPECTOR Reinforced Concrete: Inspected placement of reinforcing steel in slab-on- grade, Line "C" to "H" from 7 to 10 and Line "B" to "C" from 7 to 8. Reinforced Masonry: Inspected placement of reinforcing steel and building DATE . of loading dock walls on Line 8 from "H" to dock wall, wall on Line 6 to 8, REG. HRS. and Line 6 to wall, full height. Cast three mortar samples, marked Broadway O.T.HRS. #39 A-B-C. Witnessed placement of 'appraximately 9,cubic yards of grout REINSP. HRS. on Line 8 at "H" at dock wall. Cast three grout samples, marked Broadway INSPECTOR , '#40 A-B-C. Reinforced Concrete: Witnessed placement of approximately 168 cubic yards' 3/16/79 DATE 8.0 ' of Mix 33-265 in 1st floor slab 'area inspected on 3/15/79. , Cast three test REG:H::. , samples, marked Broadway #41 A-B-C, at Line "D" at 8, with 5" slump. Reinforced Masonry: 'Inspected placement of reinforcing steel and building' ' ' REINSP. Rs. H of walls on Line "K" from 3 to 6 'to 2nd' floor and Entry #2 stair wall INSPECTOR ' 2nd lift. Witnessed placement of approximately 27 cubic yards of grout to full height at loading dock wall, Line 6 to wall from Line"K", and Line "K" from 3. to 6, 3rd lift. 'Cast three grout samples, marked Broadway #42. , DATE ' ,'A-B-C, from Line 6 to loading dock wall. REG HRS ' . Structural Steel Assembly: Inspected welding of miscellaneous clips to OTH RS. beams. REINSP. HRS. ' INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR (1) Broadway Department Stores, Attn': Kelly Towner REPORTED To: (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn Inc. (1) Mr. Les Farra' TESTING ENGINEES7- SAN DIEGO City of Carlsbad ' ' ' ' RELW - - -- - THC:kh ' ' ' ' ' ' ' Till. ChapmanjR.E. #12882 FORM 4 JP Testing Engineers —San Diego 3467KurtzSt P0 Box80985 San Diego Ca 92138 (714)225-9641 (* 1903 West Vista Way Unit B, Vista, California 92083 (714) 758-3730 ow REPORT OF COMPRESSION TESTS 'File #5,72-2, Permit #78-6171, P.O. #SP-105364 DATE March 21, '1979 Jo The Broadway AODREs 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores : ARCHITECT: Associated Architects and Planners 0 R. WT. CONCRETE 0 CORES ' ENGINEER: Johnson & Niél sen Associates ', . 0 LIGHT WT. CONCRETE XXO MORTAR CONTRACTOR': E.W. Hahn, Inc. 0 GUNITE - £1 GROUT LADORTORV NUMBER C34-900 MARK ON SPECIMEN .' Broadway #38 A' B ' C 0 LOCATIN IN STRUCTURE ' 4th lift, Line 8 at 'H' ' RAND'.OF CEMENTUsEo • Riverside, Type II 0 BRAND AND TYPE OF ADMIXTURE -, Lime - - SOURCE. OF SAND - • • Sorrento Sand Company - SOURCE -o 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 TEMPERATURE OF MIXTURE P SPECIMENe MACE BY . Testing Engineers-San Diego DATE MADE . . . March 14, '1979 DATE RECEIVED - . - ' - -. - March 15, 1979 DATETEED . .. ... '. - 'March21, 1979 AREA: SQUARE INCHES' . .- •-. , 3. 14 -'- ULTIMATE LOAD. LBS.' - 6520 ' ' : ' ' ' ' . ' ' CRUSHING STRENGTH LBS. PER. SO. IN. 2080 AGE TESTED. DAYS '. -. . 7 UNIT WEIGHT. LBS. PER. CU. FT. SPECIFIED STRENGTH - - . ' ' ' 2400 psi REPORTED TO: CLIENT (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects & Planners (1), Johnson & Nielsen. Associates (1)' E.W. Hahn,. Inc. '(1). Mr. Les Farra' .—,City of Carlsbad TESTING ENGINEER - AN DIEGO REVIEWED BY THC:kh - - - - - - - - . FORM 4 JP Testing Engineers—San Diego '• .,. 3467 Kurtz St, P.O.Box 80985, San Diego, Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B, Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364 DATE March 19, 1979 Jos The Broadway ADDRESS 2559 El Camino Real, Carlsbad, California OWNER: - ': Broadway Department Stores ARCHITECTS Associated Architects & Planners '' o REG. WT. CONCRETE C CORES ENGINEER:.' Johnson and Nielsen Associates '' '" - 0 LioHT:Wr. CONCRETE. X-Xrg MORTAR-- CONTRACTOR: E.W. Hahn, Inc. '- : - a GUNITE 0 GROUT LAOORATOY NUMBERS . c34-860 S . . MARK ON SPECIMEN Broadway #32 A B : C LOCATION INSTRUCTURE 2nd floor, Line 10 from "C" to.11D" ., BRAND OF CEMENT USED . . . Riverside, Type II S BRAND AND TYPE OF ADMIXTURE - Lime - SOURCE OF SAND - . . . . Sorrento Sand Company S " SOURCE OF ROCK . . . . . ,. C E I V E 0 Mix PROPORTIONS OR NUMBER •. . 1 cement, 3 sand, 1/4 lime SUPPLIER (CONCRETE) Job Mixed MR 201979 TRUCK No. & TIcKET No. . . .. . CITY SLUMP OR KELLY BALL .. . . OF CARLS'BAD TEMPERATURE OFAIR .....°F B" .- ui eulng Department TEMPERATURE OF MIXTURE - ,, SPECIMENS MADE BY . . . Testing Engineers-San Diego 9 1979 DATE RECEIVED ........ • March 13, 1.979 ' 16, 1979 DATE MADE .........March AREA. SQUARE INCHES . . - . 3 .14 , ATETETEC .............March ULTIMATE LOAD. LBS. . . . , 5060 CRUSHING STRENGTH LBS. PER. SQ. IN 1610 AGE TESTED. DAYS ' ....... 7 UNIT WEIGHT. L58. PER. CU. FT. . ' S ,• SPECIFIED STRENGTH . . . . 2400 psi REPORTED To ,CLIENT (1) Broadway Department Stores, Attn: Mr. Kelly' Towner ' ' ' '. :. •'f•; (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E W Hahn, Inc '(1) Mr. Les Farra ',• . S ,, - - •, 5: 5 . " S ' . 5 5 City of Carlsbad 7 7 ' TESTING ENGINEE -SAN DIEGO THC:kh ' '. , T. H. Chman, R.E. #12882 . FORM 4 JP Testing Engineers—San Diego C of '3467KurtzSt.,P.O. Aox80985,San Diego, Ca. 9.2138 (714)225-9641. . 1903 West Vista Way, Unit B, Vista, California 92083(714) 75873730: : REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364' ' • DATE March 193, 1979 .. .108: The Broadway , . ' . ' ' ' '.' ' ' •. . ' S ADDR!$S: 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department 'Stores ' ' • ' ' ''" ' ' . '''.•• ' ' ARCHITECT: Associated Architects & Planners ' ' , o REG. WT..CONCRETE , 0 CORES 'ENGINEER: Johnson & Nielsen Associates •, ' . ' ' , 0 LIGHT WT CONCRETE XX MORTAR CONTRACTOR' E.W. Hahn, Inc. ' ' 0 ' ' , 0 GIJNITE ' . , . ' 0 GROUT LAORATORY NUMBER ' C34-863 ' MARK ON SPECIMEN ' . ' - Broadway #35 A ' , B ' , ' C . LOCATION IN STRUCTURE " 2nd lift, Line "K" from 5 to 6 BRAND OF CEMENT USED ,. . Riverside, Type II BRAND AND TYPE OF ADMIXTURE Lime 'SOURCE OF SAND , .... .. Sorrento Sand Company' SOURCE OP Rock , 'Mix PROPORTIONS OR NUMBER . 1 cement, 3 sand, 1/4 lime SUPPLIER (CONCRETE) . . . Job Mixed TRUCK No. a TICKET No. SLUMP OR KELLY, BALL TEMPERATURE OF AIR ' . . . F TEMPERATURE OF MIXTURE . F SPECIMENS MADE BY - Testing Engineers-San Diego. DATE MADE .........March 12, 1979 March 13, 1979 DATE'TItSTED . . '. . .' .' 'March 19, 19.79 DATE RECEIVED .' ......., AREA. SQUARE INCHES . . . 3.14 ULTIMATE 'LOAD. Lee. . .' . .' 4860 CRUSHING STRENGTH LOS. PER. $Q. IN. 1550 AGE TESTED. DAYS . . . .' . 7 UNIT WEIGHT. LOS. PER. Cu. FT. -SPECIFIED STRENGTH - . . . ' ' ' , 2400 psi REPORTED To: CLIENT (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects & Planners (1) Johnson & Nielsen Associates (1) ' E.W. Hahn, Inc. . (1) Mr. Les Farra , • ' ' '• '(4 City ,of Carlsbad ' • •: TESTING ENGINEERS SAN DIEGO' S ' ,,,, ' ' ' • REVIEWED BY. • ' THC:kh 0 -. T.H. #12882 Chapma .R.E.' DATE 3/5/79 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR J.M. Lee DATE REG. HRS. 0. T. HRS. RE, NSP. HRS. INSPECTOR DATE ,• 3/6 /79 REG. HRS. 8.0 O.T.H,RS. 0.5 REINSP. HRs. INSPECTOR RECEIVED S . FORMI PAGE JP 21197 j Testing Engineers—San Dieq TY OF CARLSBAD 3467KurtzSt P0 Box 80985, San Diego Ca r J 1903 West Vista Way, Unit B. Vista, California 92083 (714)758-3730 PAGE 1 OF 3 LABORATORY NUMBER SD34-963 INSPECTION REPORT DATE March 16, 1979 FILE: 572-2, Permit #78-6171, P.O. .#SP-105364 INSPECTION OF Reinforced Concrete, Rein forced Masonry, Structural Steel Assembly JOB: The Broadway, FABRICATOR OR ERECTOR: -Kimball & Smith, Pitner & Zenor/Central Industrial Engr CONTRACTOR:: E.W. Hahn, Inc. .' ADDRESS 2559 El Camino Real, Carlsbad, California SHOP______ FIELD XXX PLANT______ DATE Reinforcing Steel ASTM A615, Grade 40 and 60 REG HRS.Concrete Mix 33-264 (5 4 sks , 3000 psi) O.T.HRS. : 33-267 (6.8 sks., 4000 psi). REINSP.HRS. . Grout Mix: PR-52 (7.0 sks.., 2660 psi). INSPECTOR •. Structural Steel: ASTM A36. Certified Welder: D. Teulecke #25701,.J. Underwood #36520. DATE REG. HRS. 0.T.HRS. REINSP. HRS. INSPECTOR Reinforced Concrete: Inspected placement of reinforcing steel and chord steel on 2nd floor slab, Line "C" to "H" from 6 plus 12' to 10, and Line "A" plus 12' to "C" from 6 plus -12' to 10. The #3 ties at 12" on- center were approved by the Engineer in lieu of #2 ties at 6" on-center as shown on Detail S-2. Witnessed placement of approximately 140 cubic yards of Mix 33-267 in above area. ,Cast three samples, marked Broadway - #24 A-BC, at Line "C" to "H" from 6 to 10, with 02" slump. Reinforced Masonry:, Inspected placement of reinforcing steel and block at 3rd' lift' of walls on Line 8 from "H" to "J", Line 7 from "A" to, "B", and Line "A" from 5 to 7.. Cast mortar samples, marked Broadway #25 A- B-C. Structural Steel Assembly: Inspected welding of anchor bolts to top of columns on Line 2: from tAtt to "H".' Reinforced Concrete: Inspected placement of reinforcing steel and chord steel on 2nd floor slab, Line 2 to 6 plus 12' from "A" to "D" plus 12'. Witnessed' placement of approximately 117, cubic yards of Mix 33-267 in above area. Cast three'.samples, marked Broadway #26 A-B-C, at Line 6 from. "C" to "D" with 5½" slump. ReinfOrced Masonry: Inspected reinforcing steel placement' and building of 4th lift of walls on Line 7 from "A'.' to "B", Line "A" from 5 to 7, Line "K" from 3 to 6, and 3rd lift of Line 8 from "K" to "J". 'Cast three mortar samples, marked Broadway #27 A-B-C.' Witnessed placement of grout at 2nd lift of Line "A" from 6 to 7. Cast. three grout samples, marked Broadway 428 A-B-C. . . Structural Steel Assembly: 'Inspected welding of anchor bolts to top of columns on Line 9 from "C" to "H", Line 7 at "B".. Line 6 from. "A" to "C' • FORM I JP L Testing Engineers—San Diego . . . 3467KurtzSt,PO Box80985 San Diego Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92.083 (714) 758-3730- PAGE 2 OF 3 LABORATORY NUMBER SD34-963 JOB: The Broadway. ' " DATE March 16, 1979 DATE •' 3/6/79 REG:HRs. (coat.) 0. T. HRS. - REINSP. HRS. INSPECTOR DATE 3/7/79 REG.HRs. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS.' O.T.HRS. REINSP. HRS. INSPECTOR DATE 3/8/79 REG. HRS. 8.0 0. T. HRS.. ,REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS INSPECTOR and Line 5. from "A" to "C" Structural Steel Assembly: Inspected welding of anchor bolts to top of columns; work completed except Line 1, 3rd floor. . Reinforced Masonry: Inspected placement of reinforcing steel and block at 2nd lift, Entry #1 and #2 to 1st floor. Cast three mortar samples, marked Broadway #29 A-B-C. Reinforced Concrete: Inspected reinforcing steel placement plus chord ' bars'per plans on 2nd floor, Line 'D." plus 12' to "H.5" from 1.5 to 6 plus 12', minus, escalator area. . •. . . . . ., . . . Reinforced Concrete: Inspected third pour on 2nd floor for cleanup and clearance and witnessed placement of 107.0 cubic yards of Mix 33-267 in 2nd floor areas previously inspected. ' Cast three samples, marked Broadway #30 A-B-C, with 5½" slump. Inspected reinforcing steel for placement and witnessed placement of Mix 33-264 at escalator pit walls. ' Cast three samples, marked Broadway #31 A-B-C, with 4" slump. After placement of concrete in area of two double-tees east of Line "F" between "C" and "D", the two double-tees sagged approximately 1/2" .and7 were shored. Mr. Farra notified the Engineer. Reinforced Masonry: Inspected placement of at west side of Entry #1 stair; Line 2 from "A" to "B", Line 2 from to "K", 1st lift; 2nd lift of Line' "A" from 3 to' 4; Line' 8 from "H" to "J", and Line "H" from 8 to 10 to ,2nd floor. Reinforced Concrete: Inspected placement of reinforcing steel and chord bars as shown on,S-2 in 4th pour of 2nd floor, Line "G" to "K" from 1 to .,. 8. Reinforced Masonry: Inspected placement' of reinforcing steel and block at 2nd floor on Line 10 from "C" to "H", Line "C" from 8 to 10, Line 8 from "B" to "C", and Line "B" from 7 to '8. Cast three mortar samples, marked Broadway #32 A-B-C. at Line 10 from "C" to DATE 3/9/79 REG. HRS. 8.0 0. T HRS. 1.0 REINSP. HRS INSPECTOR FORM I Jp - r I Testing Engineers—San Diego '.. ID 3467KurtzSt,P0 Box 80985, San Diego, Ca 92138 (714)225-9641 r I 1903 West Vista Way, Unit B; Vista, California 92083 (714) 758-3 730 PAG3 OF 3 LABORATORY NUMBER SD34-963 JOB: The Broadway DATE March 162 1979 DATE 3/9 /79 Witnessed placement of approximately 18.0 cubic yards of grout in above REG. HRS. (cont.) walls, including Line "H" from 8 to 10. Cast three grout samples, marked O.T.HRs. •. Broadway #33 A-B-C. . . . . . REINsP.Hns. . Structural Steel Assembly: Inspected welding of miscellaneous plätes to INSPECTOR . . structural steel ommitted by shop. . . . .... : DATE. . . .. . . . - . . .. .. . . REG. HRS. 0. T. HRS. •- . . . . . . .- . . .. . . . . . . . . . . REINSP. HRS. . . _:_•• .. : : .-: . . INSPECTOR DATE •. . . . . .. . . . .. . . S REG. HRS. . . . . . . . . . . . . . 0. T. HRS.- . -. .. . . .. . . . ............ . . . S REINSP;HRS. - . . .• . S. - INSPECTOR DATE REG. HRS. 0T. HRS. REINSF. HRS INSPECTOR DATE REG. HRS. 0. T. HRS. REINsP. HRS. INSPECTOR DATE -REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR (1) Broadway Department Stores, Attn: Kelly Towner • • • • REPORTED To: (1) Associated Architects and Planners -• •. • • . - - (1) Johnson and Nielsen Associates - • • -. • . . (1) E.W. Hahn, Inc. . S . • • S • . (1) Mr. Les Farra . S • - TESTING ENGI RS - SAN DIEGO ity of Carlsbad REVIE Av - • THC:'kh • . . . .T.1-l. Chapma , R.E. #12882 FORM I PAGE I JP ( ••Testing Engineers . San Diego . 3467KurtzSt P0 Box 86985, SanDiego Ca 92138 (714) 225-9641 r 1 1903 West Vista Way, Unit B,Vista,Caiifornia'92083 '(714) 758-3730 PAGE 1 OF 2 LABORATORY NUMBER SD34-843 INSPECTION REPORT. ' DATE March 12, 1979 FILE: 572-2, Permit #78-6171,,P.O. #SP-105364. ' ' . ' INSPECTION OF Reinforced Concrete, Rein-. forced Masonry, Structural Steel Assembly JOB: The Broadway. ' . ' ' ' . ''.. FABRICATOR OR ERECTOR: Kimball'.& Smith/Pitno and Zenor/TPAC/Progressive Steel Company, CONTRACTOR: E.W. Hahn, Inc. . _ m ADDRESS: 2559 El Camino Real, Carlsbdad, California '' ' SHOP______ FIELD_' PLANT ' DATE , REG. HRS. O.T. HRS.' REINSP. HRS. 'INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: ASTM A615, Grade 40 'and 60. Concrete Mix:. , 33-264 (5.4 sks.,.3000 psi). ' Grout Mix: PR-903M (7.0 sks., 2660 psi). ' M' ' '" PR-52 (7.0 sks., 2660 psi) , '' '" .191979 'w . . Mortar: '. Type "S" .(2400 psi).' 'r OF Structural Steel: ' ASTM A36. .• . . . '.''R"" (S '.: ' Electrode:. . AWS E7018 LH). ' tJIIdIflg0 4'..)8,4Q. Certified Welders: M. O'Brien, J. Canterbury, D. Teulecke, 1!'1wood. DATE, 2 /27/79 REG. HRS. 8.0 0.T. HRS. REINSP. HRS. INSPECTOR Reinforced Masonry: Inspected, placing of reinforcing steel and building of wall on' 'Line "C" from 8 to 10, Line 10 .from "C" to "Ii", and Line "H": from 8 to, 10, 2nd lift. , Cast three mortar samples, marked Broadway #18 A-B-C,' Line "C" from 9 to 10. Witnessed placement of grout Mix PR-903M - in walls listed above. 'Cast three grout samples, marked' Broadway #19 A-, B-C, at.2nd lift, Line "C" from 8 to 10. Structural Steel Assembly: Inspected field welding of beam to columns on 2nd floor at Line 5 from "F", to "G" and Line 5 at "J", '.and one 3rd floor at Line "F" from 1 to 5, and Line 2 at "G" and "H". Reinforced Concrete: Inspected'area'for cleanup and clearances prior to placement of approximately 17.0-cubic yards of concrete in loading dock walls. Cast three test samples, marked Broadway #20 A-B-C, with 4" slump. Reinforced Masonry:' Inspected placing of reinforcing steel and building, '. of wall on Line. "H" from 8 to' 10, Line 10 from "C" to "H", and Line "C" from 8 to 10. 'Cast three mortar, samples, marked Broadway #212 at 3rd lift A. 2 /26 /79 REG. HRS. 8.0 'O.T.HRS. 0.75 REINSP. HRS. INSPECTOR James M. Lee DATE REG. HRS. 0. T. HRS. REINSP. HRS INSPECTOR FORM I jp Testing Engineers —San Diego . . 3467KurtzSt, P.O.Box 80985, San Diego, Ca 92138 (714)2257 9641 r 1 1903 West Vista Way, Unit B, Vista, .California 92083 (714) 758-3730 PA OF 2 LABORATORY NUMBER SD34-843 JOB: The Broadway . 5 DATE March 12, 1979 DATE 2/27/79 Line 10 from "G" to "H". Witnessed placement of grout Mix PR-52 in walls REG. HRS. (cont.) listed above. - Cast three grout samples, marked Broadway #22 A-B-C, at 3rd O.T.HRS. lift, Line 10 at "G". •. . .5 5 S S . 5 REINSP. HRS. . Structural Steel Assembly: Inspected field welding of remainder of beam INSPECTOR to column connections on 2nd and 3rd floors. S -• . S S Structural Steel Assembly: Inspected field welding of anchor bolts to top DATE 2/28/79 of precast columns at Line 6 from "B" to "J", and Line 7 from "B" to "J".. .REG. HRS. 8.0 Reinforced Masonry: Inspected placing of -reinforcing steel and building O.T.HRS. . . of walls, 2nd lift, at Line 7 from "A" to "B", Line "B" from 7 to 8, Line REINSP. HRS. . 8 from "H" to "J", and 4th lift of Line "H". from 7 to 8.. Cast three: mortar INSPE 11 CTOR samples, marked Broadway. #23 A-B-C, at Line 10 from "G" to "H", 2nd lift. DATE 3/1/79 Reported to jobsite. Work cancelled due to inclement weather. Show-up REG. HRS. 2.0 time only. O.T.HRS, S S S S S S • S . S REINSP.HRS. INSPECTOR Structural Steel Assembly: Inspected welding of anchor bolts to top of . DATE 3,2,79 precast columns at Line 8 from "C" to "H". Line 7 from "C". to 'D", Line - REG'. .HRS. 8.0 .5 from "D" to "H", Line 4 from. "D" to "F", and Line 3 from "D" to "J". . . Q.T.HRs. S Reinforced Masonry: Inspected placing of reinforcing steel and building . REINSP.HRS. of 4th lift of walls on Line "B" from 7 to 8, Line 8 from "B" to "C", . . INSPECTOR • . Line "C" from 8 to 10, and 2nd lift of wall on Line "A" from 5 to. 7. DATE 5' 5 .. . .5 .•. S •. 5 REG. HRS. . S S •• S • S • . . S • 0. T. HRS. . S . S . S 5 • S S . • . REINSP. HRS. S . S •• . S S . S• INSPECTOR ., S - . . S.. • ' • . .5 . S DATE S S S • S -. 5 •• S.. • REG. HRS. O.T.HRS. • : . 5 5 0 • . S . . . : REINSP. HRS. . . . S • 5 5 .. S - S S INSPECTOR (1). Broadway Department Stores, Attn: Kelly Towner - REPORTED To (1) Associated Architects and Planners . ., 5. 5 . . •• S . • . .. .. (1) Johnson and Nielsen Associates . S . : - •. - S • • (1) E.W. Hahn, Inc. . . . . : : . •• • . . S (1) Mr. Les .Farra •. . . • TESTING ENGI EERS - SAN DIEGO (... ell t1 City of Carlsbad Av ' _' . • S ......... THC:kh . S . T.H. Chapman,' .E. #12882 FORM ie JP Testing Engineers—San Diego .. . . . '.' 3467 Kurtz St P0 Box 80985, San Diego, Ca 92138 (714)225-9641 r 1' 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 • FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE—ONE Permit '#78-6171, P.O. #SP-105364 'JOB: The Broadway Mix No. PR -52 GROUT. SPEC. 28-DAY ST. '2660 Psi ADDRESS: ' 2559 El Camino Real ' . . ' , TYPE—CEMENT 7.0 _' SCY SPEC. SLUMP ' IN. Carlsbad California ADMIX. Pozz. 344 and Sika AGG SIZE STORED & CURED. NOT TESTED YEAR: .1979 ' . . . . ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE . . OTHER DATE CAST C34 MO. DA. ', LOCATION IN STRUCTURE ' ' SLUMP 7-DAY ' 28-DAY '. TEST 'RESULTS MAILED AGE 629 ' 2/23 Wall, Line "H" from 8 ,to 9.. ---' 2420 ' .. . . . ' 3/2/79 1st lift.. Broadway #17 A- ' . .. , . •. . ' . ' , .' ' 3/8/79 B-C. Made by TESD 3/16/79 663 2/27: Line "A" to "G" at 103, 3rd ' ---' ' 1780 lift'. Broadway #22 A-B- C Made by TESD 743' 3/6. Line "A" from 6 to 7, 2nd , ' --- 1770.. lift. Broadway #28 A-B-C. Made by 'TESD. . . . ' . . • "S . ' ' 861. 3/9 '2nd floor, Line 10 from "C" --- ." . ' 1610 to "D". Broadway #33 A-B- . • • ' . . . C. ' Made by TESD.' '(1). Broadway Department. Stores, Attn: Kelly Towner. (l) Associated Architects and Planners (1) . Johnson and Nielsen Associates (1). E.W. Hahn, Inc. • . . . ' '. TESTING ENGINEER . SAN DIEGO (1) Mr. Les Farra ' , ' ' ' ' ' • REVIEWED BY/_._. ' City of Carlsbad ' ' ' • -' ' ' . .• THC:kh ' ' . . '' . I ' T.H. /'Chapman/R.E. #12882 FORM IG JP Testing Engineers—San Diego O4ç 3467KurtzSt PD Box80985 San Diego, Ca 92138 (714)225-9641 r j 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. _5 72-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE. TWO Permit 478-61712 P.O. #SP-105364 S JOB The Broadway Mix No 33-264 SPEC 28 DAY STR 3000 Psi ADDRESS 2559 El Camino Real TYPE CEMENT 5.4 SCY SPEC SLUMP 4- Carlsbad California ADMIX Pozz 344N 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 TEST RESULTS MAILED C34 MO. DA. IN. AGE 619 2/22 Escalator pit foundations 4 2670 3/2 /79 Broadway #15 A-B-C Made 3/8 /79 by TESD 3 /16 /79 661 2/27 Loading dock walls.4 1930 Broadway #20 A-B-C. Made S S S S by TESD. .: S 859 3/8 Escalator pit walls 4 2490 Broadway _#31 A-B-C Made by TESD (1) Broadway Department Stores, Attn: Kelly Towner S S (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn,-Inc.. S TESTING ENGINE 'R~. SAN DIEGO. (1) Mr. Les Farra . REVIEWED-BY - City of Carlsbad w Pre-Mixed Concrete CO4 THC:kh T.H. Chapma.R.E. #12882 FORM ,e JP • . Testing. Engineers San Diego °. I, 3467kurtzSt.,P.O. Box 80985, San Diego, Ca. 92138 ..(714)225-9641 r 1. 1903 West Vista Way, Unit B, Vlsta,California 92083 -(714) 758-3730 FILE No. _572-2 SUMMARY _OFCOMPRESSION TEST RESULTS PAGE ONE Permit #78-6171, P.O. #SP-105364 : JOB:. The Broadway . Mix No: 33264 SPEC 28-DAY STR: 3000 Psi ADDRESS: 2559 El Camino Real . Type ______CEMENT 54 SCY SPEC. SLUMP 4 _IN Carlsbad, California . . . . . . - . .,. . ADMIX. Pozz.344N . AGG.• SIZE-1-1 . 'N * STORED & CURED. NOT TESTED . . YEAR: 1979 . ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE . . OTHER DATE C34 CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED M -. O. DA. . IN. AGE 44 1/4 Footing, Line 1 between "D" 2 2050 3360 60-day *Disc. - 1/11/79 and "E". Broadway.#1 A-B-C. . . . . . . . . . . . 2/2/79 :. Made by TESD. . . •.: . ; . . 2/8/79 2/15/79. 251 1/25 Column footing, Line "K" 3 - 2650- 4390 60-day *Disc. 2/23/79 at 6. Broadway #7 A-B-C. 3/2/79 Made by TESD. . . . .. .. . - .. :. - 3/8/79 - . -. • . 3/16/79 252 1/26 Footing, Line "B" at 5. .• 3½ . 2250- . 3030 - 60-day *Disc. Broadway #8 A-B-C. Made .. . . . . -. by TESD. .. . - .. - . . . . .. . 264 1/29 Grade beam, Line "B" from . 6 - 2280 4460. 60-day *Disc . 7 to 8. Broadway #9 A-B- . . - . •- .. C. Made by. TESD. .. . . . ., . . 443 .2/7 . . Court #1 column pads. :. - 4 :1950. 3660 60-day. *Disc. ,Broadway'.#lO 4B-C.' Made .. . . . : • . • - by TESD. • .- . .: :. - . .• . -. 517 2/8 Elevator pit walls. . . . 4. 2000 - 3710 60-day *Disc.. Broadway #11 A-B-C. . Made •. . .• . . . . ... . . by TESD. 527 . . 2 /13 Loading dock foundation. 4 • 2880 4000 60-day, *Disc. • Broadway #12 A-B-C. Made - • . . . . . .. . . . . . by TESD. • . . .- . . ,- •. -, • - . • . : • • 528 2/14 Foundation, Court #2. 4½ 2550 3770 60-day *Disc. . Broadway #13 A-B-C. Made . . • • •. . . by TESD .4 (1) Broadway Department Stores, Attn: Kelly Towner • . . (1) Associated Architects ,and Planners - .• .- . ,..• . • . . (1) Johnson and Nielsen Associates . • . . . •. . •• • -. (1) E.W. Hahn, Inc. . . . •. • TESTING ENGINEERS. AN DIEGO (1) Mr. Les Farra • . • . REVIEW .. . 1) Pre-Mixed Concrete Comp .. . .. • -. THC:kh - . . • •• • . . . T.H. Chapman, !LE. #12882 • FORM la JP Testing Engineers—San Diego 3467KurtzSt,PO Box80985 San Diego Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, CalifOrnia 92083(714) 758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE. ONE Permit #78-6171, P.O. ..#SP 105364 0 JOB: The Broadway - Mix No. 33-267 SPEC. 28-DAY STR. Psi ADDRESS: 2559 El Camino Real . Tvp ______CEMENT_6.8 SCY SPEC. SLUMP 4 Carlsbad, California . 0 ADMIX .Pozz. 344 and MBAE.1O AGG. SIZE IN. STORED & CURED. NOT TESTED YEAR: 1979 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 722 3/5 2nd floor, Line "C" to "H" '. 4½ 2480, 3 /16/79 from 6 plus 12' to 10. Broad way #24 A-B-C Made by TESD 741.- 3/6 2nd floor slab, Line "C" to 5½ - 2670-' . 0 on Line 6. Broadway #26 A-B-C Made by TESD 858 3/8 -2nd floor, Line 5 to 6 from 5½ 2790.- "J" to "H". Broadway #30 A-B-C. Made by TESD. . . . . (1) Broadway Department Stores, Attn: Kelly Towner . 0 (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) - E.W. Hahn, Inc. - - - - - - -. TESTING ENGINEE S/SAN DIEGO (1) Mr. Les Farra REVIEWED Carlsbad - - THC:kh - - -. - 0 - T.H."Chapman,/R.E-. #12882 FORM 4 JP Testing Engineers—San Diego .. , DO tj 3467 Kurtz Box80985 SanDiego Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714)758-3730 REPORT OF COMPRESSION TESTS File.#572-2, Permit #78-6171, JOB: The Broadway . P.O.. #SP-105364 . . . . . DATE March 1431 1979 . . . ADDRESS: 2559 El Camino Real, Carlsbad, California . .. . OWNER: Broadway Department Stores . .. . .'. .. . ARCHITECT: ENGINEER: Associated Architects and Planners . Johnson and Nielsen Associates . . . REG. WT. CONCRETE 0 CORES 0 LIGHT Wv. CONCRETE XX MORTAR CONTRACTOR: E.W. Hahn, Inc. . . . GUNITE a o GROUT LABORATORY NUMBER ... C34-742 . . . . MARK ON SPECIMEN . Broadway, #27 A B : C LOCATION IN STRUCTURE 1st lift of loading dock wall BRAND OF CEMENT USED. . . Riverside, Type II .. . . .. BRAND AND TYPE OF ADMIXTURE Lime . . . . . . . . Sand Company . . . . . . . . . C V SOURCE OF SAND .......Sorrento SOURCE OF Rock ......... MIX PROPORTIONS OR NUMBER . 1 cement, 3 sand, 1/4 lime rk SUPPLIER (CONCRETE) - . . . . . . . . Job Mixed . . TRUCK No. & TICKET No. . . . MAR 1 5 1979 SLUMP OR KELLY BALL . . - . . . . . .. . . . . . . . . . . . D TEMPERATURE OF MIXTURE . P TEMPERATURE OF AIR °. -OF CITY . . SPECIMENS MADE By . . . Testing Engineers-San Diego . Departmefl . . .Building DATE MADE ............ March 6, 1979 :.. . 7, 1979 . . . . 13, 1979 . . . . . . DATE RECEIVED ............March AREA. SQUARE INCHES - .- . 3.14 . . . . DATE TESTED .............March ULTIMATE LOAD. Leg. . . . . . . 6170 . . -• ... CRUSHING STRENGTH LBS. PER. SQ. IN. 1960 . . AGE TESTED. DAYS .. . . . 7 . . .. - .. - .. UNIT WEIGHT. LBS. PER. CU. PT. . . . . . . . -- SPaciizD STRENGTH . . 2400 psi . . . . REPORTED TO: . . . . . . . . . . .. . . . .CLIENT (1) Broadway Department Stores, Attn: Kelly Towner. (1) Associated Architects and Planners . . •:. .• (1) Johnson and Nielsen Associates . . - . .. ,. •• .... . (1) E.W. Hahn, Inc. (1) Mr. Les Farra . . . -. . . . . . 14i., City of Carlsbad . .. TESTING ENGINEERS. DIEGO REVIEWED BY. .THC.kh . . . - T.H. Chapma , R.E. #12882 FORM 4 Je Testing Engineers—San Diego 3467KurtzSt,P0 Box80985 San Diego, Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS ', '•. . File #572-2, Permit #78-6171, P.O. #SP-105364 DATE March 12, 1979 JoB: . The Broadway ADDRESS: 2559 El Camino' Real, Carlsbad, California 0 0 0 S OWNER Broadway Department Stores ARCHITECT: Associated Architects and Planners. 0 0 0 REG. WT. CONCRETE 0 CoRes ENGINEER: . Johnson and Nielsen Associates 0 ,, 0 Liour WT. CONCRETE XJX MORTAR CONTRACTOR: E.W. Hahn, Inc. , , 0 ': ' 0 GUNITE ' 0 0 Geour L.AE3ORATORY NUMBER C34-723 MARK ON SPECIMEN 0 Broadway #25 A . B 0 0 0 , 0 ' LOCATION IN STRUCTURE , • . 31 of 4th lift on Line 8 from 11B" to "C" BRAND' OF CEMENT USED . . . ' •' Riverside ' . -. BRAND AND TYPE OF ADMIXTURE .' 0 0 'Lime SOURCE OF SAND ..... Sorrento Sand Company SOURCE OF ROCK ,..... 1/4 Mix PROPORTIONS OR NUMBER . . 1 cement, 3 sand, 1 /4 lime'.?, . SUPPLIER (CONCRETE) .' TRUCK No. & TICKET No. - - Job Mixed 0 •. •41d . , 0 ' '.0 ' ' ' •:.' i t/ ]i.y 0 0 , SLUMP OR KELLY BALL 0 TEMPERATURE OF AIR .-. °F TEMPERATURE OF MIXTURE - 0 ' ' 0 , • 0 0 0 ' . 1979 SPECIMENS MADE BY - . .. . DATE MADE . . '. . .. '. :- 0 Testing Engineers-San Diego . J Op March 5, 1979 DATE ReceiveD'. . . 0 •' March 6, 1979 DATE TESTED . . . . March 12, 1979 0 AREA. SQUARE INCHES . . 3.14 ULTIMATE LOAD. Las. . '. . 6690 CRUSHING STRENGTH L8. PER. SQ. IN. 2130 AGE TESTED. DAYS •' . . - 0 , 7 UNIT., WEIGHT. LBS. PER. CU. FT. ' . , . 0 0• , 0 , , , , 0 , .:, , , .L.... ' '0 SPECIFIED STRENGTH . . . [ 0 0 . 2400 psi ' 0 , 0 • 0 ,, ' ': ' REPORTED To: CLIENT. (1) Broadway Department Stores, Attn: Kelly Towner' 0 , 0 , 0 '•.' •, (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) :E .W. Hahn, Inc 0 ' (1.) Mr. Les Farra (14 City of Carlsbad TESTING ENGINEER SAN DIEGO '• , ' REVIEWED BY. THC kh T H Chaprrn, R E #12882 FORM lb JP Testing Engineers—San Diego. .: 3467KurtzSt P.O.Box80985,SanDiego Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B, Vista, California 92083 (714) 758-3730 FILE No. 72-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #78-6171, P.O. #SP-105364 " . . JOB: -. The Broadway Mix No. 33-264 SPEC. 28-DAY STIR. 3000 ADDRESS:' 2559 El Camino Real TYPE-CEMENT 5.4 SCY SPEC. SLUMP 4 IN. Carlsbad, California . . . . ADMIX. Pozz. 344N AGG: SIZE 1 IN: 1979 . STORED & CURED. NOT TESTED. . . . . YEAR: . . ULTIMATE COMPRESSIVE STRENGTH. PSI T DATE. LAB NO. DATE . ., OTHER CAST LOCATION IN STRUCTURE SLUMP 7-DAY , 28-DAY TEST RESULTS ' '. MAILED., .C34 . MO. DA.. . IN. AGE 44 1/4 Footing, Line 1 between "D" . 2 . 2050. 3360 60-day *Disc. . 1/11/79 and "E". Broadway #1 A-B-C. 2/2/79 Made by TESD. 2/8/79' 2/15/79 .251 '1/25 Column footing, Line "K" 3 2650 4390 60-day *Diéc. . 2/23/79 at 6. Broadway .#7 A-B-C. . . . . . 3/2/79 Made by TESD. 3/8./79 252 1/26 Footing, Line "B" at 5. 3½ ' 2250 3930 60-day *Disc. ' Broadway #8 A-B-C. Made by TESD. .264' 1/29 Grade beam,-Line "B" from 6 ' 2280 4460 60-day *Disc. 7 to 8. Broadway #9 A-B- C. Made by TESD.' 443 2/7. Court #1 column' pads." .....'. 4 :1950 3660 . 60-day *Djsc . Broadway #10 A-B-C. Made by TESD. 2/8 ' Elevator pit' walls. 4 . 2000 3710. 60-day *Disc. Broadway #11 A-B-C. Made by TESD;- 527 . 2/13 ' Loading dock foundation.. 4 , , ' 2880. ' . , .. ' , Broadway #12 A-B-C. Made ' . . •' ' .' EC by. TESD. 528 2/14, Foundation, 'Court #2. 0, ' 2550 " ' ' , 4 9 Broadway #13 A-B-C Made Cl ryop CARL BAD epar, en.t....., (1) Broadway Department Stores, Attn:'Kelly Towner. (1) ' Associated Architects and Planners (1) Johnson and NielsénAssociates (1) E.W. Hahn, Inc. ' , . ' •', , TESTING ENGINEERS. AN DIEGO ' (1) Mr. Les Far'ra. - • ' . REviEw 1(",b) City of Carlsbad (1) Pre-Mixed Concrete Company / cv .THCkh , ' ' ' . . , , - , -T ..H. Chapman, E #128,82 FORM 16 JP Testing Engineers —San Diego . 3467KurtzSt P0 Box 80985, SanDiego Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714)758-3730 FILE No. SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO Permit #78-6171, P.O.. #SP-105364 .. JOB: The Broadway . Mix No. 33-264 SPEC: 28-DAY STR. 3000 PSI ADDRESS: 2559 El Camino Real .. •. TYPE _CEMENT _5.4 Scy SPEC. SLUMP 4 IN. Carlsbad, California ADMIX. Pozz. 344N AGG. SIZE IN. STORED & CURED. NOT TESTED . YEAR: 1979 . . -ULTIMATE COMPRESSIVE STRENGTH. PSI 2 •. ... -LAB NO. DATE . . OTHER DATE C34 M CAST ODA • LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY RESULTS ..MAILED AGE 619 2/22 Escalator pit foundations. . 4 2670 . . . 3/2 /79 Broadway #15 A-B-C. Made . . .. . .. . S . . 3/8/79 by TESD .661 2/27 Loading dock walls. '4 . .' 1930 Broadway #20 A-B-C. Made byTESD. . S. .. S. S S . •• (1) Broadway Department Stores, Attn: Kelly Towner . . . S. (1) Associated Architects and Planners'- (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. . . . • S . . TESTING ENGINE RS. SAN DIEGO • (1) Mr. Ls Farra . . . REVIEWED By %L. .City of Carlsbad (1) •Pre-Mixd-ConcreteCqmpafly THC:-kh . S S . • . .. S .. T.. H. Chapma, R.E. #12882. FORM ie JP Testing Engineers—San Diego •• . .. .. 3467KurtzSt, PO. Box 80985, San Diego, Ca 92138 (714)225-9641 r 1 1903 West Vista Way, Unit B, Vista, California.92083 (714) 758-3730 FILE No. 572-2. . SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit 147.8-6171, P.O.. #SP-105364 . . . . . JoB: The Broadway . . . Mix No._PR-903M GROUT SPEC. 28-DAY STR. 2660_Psi ADDRESS: 2559 El Camino Real . TYPE _CEMENT_.7,0 Scv SPEC. SLUMP 911 IN. Carlsbad, California . .. . . 5 . . .. . . ,. ADMIX. Poz 344'& Suconem AGG. s,IN STORED & CURED. NOT TESTED . . . YEAR: 1979 . . . . ULTIMATE COMPRESSIVE STRENGTH. PSI . . DATE LAB NO. DATE OTHER________ . •CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST . MAILED C34 MO. DA. IN. AGE RESULTS 660 2/27 Line "C" from 8 to 102 2nd --- 2210., .:. :. •• lift. Broadway #19 A-B-C. . . . . . Made by TESD. • . • • . •. • . •. • . • • • .. (1) Broadway Department Stores, Attn: Kelly Towner • : S . (1) Associated Architects and Planners - - . • - • . •. . • . . (1) Johnson and Nielsen Associates .. . . . . . • • • . (1) E.W. Hahn, Inc. •• - • TESTING ENGiNEERS. AN DIEGO (1) Mr. Les Farra . . • - - . REv L_- . . . . . —(-14.-.. City of Carl sbád 4C1 . .. . • .• • - •.(7 /t7 • .. . .• . . . - THC kh TH 'ChapmanjR E. #12882 S FORM 16 JP I J// Testing Engineers—San Diego . .: 3467KurtzSt P0 Box 80985, San Diego, Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista,California 92083 (714) 758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #78-6171 P.O. #SP-105364 . ;. . . . . . . rITT'P . . JOB: The Broadway . . Mix No. DD •) GROUT'•" SPEC. 28-DAY STR. _'JUJ PSI ADDRESs: 2559 El Camino Real TYPE _CEMENT _7.0 . cv SPEC. SLUMP ______IN. Carlsbad, California . .. .,. . . . . . . . ADMIX Pozz 344 and Sika AGO SIZE IN . .• . STOREO&CUREDNOTTESTED . . . . YEAR: 1979 . . ULTIMATE COMPRESSIVE STRENGTH. PSI . . . DATE LAB NO. DATE . . . OTHER C34 MCAST O. DA. LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY . TEST RESULTS MAILED AGE 629 2/23. . Wall, Line "H" from 8 to 9, --- 2420. .. . .3/2 /79 1st lift. Broadway #17 A- ., . . . •. . . 3/8/79 B-C.- Made by TESD 663 2/27 Line "A" to "G" at 10, 3rd --- 1780- lift. Broadway #22 A-B- . . .. . • '. . : . C. Made by TESD.J .. . •.• .. . . . .: ... . . (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners • . . . ., • . . (1) Johnson and Nielsen Associates . • '. . . . . • . . . . .(1) E.W. Hahn, Inc. . . • . . TESTING ENGINEER SAN DIEGO (1) . Mr. Les Farra . . . . . . . . REVIEWED BY .- • '-(.19.—€ity of Carlsbad THC kh T H t'Chapman/R E #12882 FORM 4 JR 71 Testing Engineers—San-Diego' 3467KurtzSt,PO Box 80985, SanDiego Ca 92138 (714)225-9641 r -J 1903 West Vista Way, Unit B, Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS . . . File. #572-2, Permit #78-6171, P.O. #SP-105364 . . . . . . . .. . DATE March 7, 1979 Jos The Broadway ADDRESS 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores ARCHTECT: Associated Architects & Planners . . .. . . .. I .•. . . o R. W,. CONCRETE o CORES ENGINEER: Johnson and Nielsen Associates. 0 LIGHT WT. CONCRETE XJXMORTAR CONTRACTOR: E.W. Hahn, Inc. . . . . . . • Gwiir . 0 GROUT UORATORY NUMBER . ;. . c34711 MARK ON SPECIMEN Broadway #23 A . B . . C . •. . LOCATION IN STRUCTURE . Line 10 . from to lIflIl . ,. . .- ... .. . BRAND OF CEMENT USED - Riverside . . •. : •. . . . . . BRAND AND TYPE OF ADMIXTURE - Lime . . C ;. . Sorrento Sand Company . . .//). . . . SOURCE OF SAND . . . . . . . SOURCE OF Rock .. ,.. 6' Q ' . . S9?9 MIX PROPORTIONS oRNUMBER . - "4/Ql 1 cement, 3 sand, 1/4 lime . c SUPPLIER (CONCRETE) .. . . TRUCK No. & TICKET No. . ... - Job Mixed 449A- C11 . . . . . . . SLUMP OR KELLY BALL 0. TEMPERATURE OF AIR . . . 'F . . . . . . . . . . TEMPERATURE OF MIXTURE SPECIMENS MADE BY . . . Testing Engineers-San Diego . . . . .. . 28, 1979. .. . . . . . . . DATE RECEIVED . . . . - . . March 2, 1979 7,. 1979 . . .. . . . . . . 0 DATE MADE ........February DATE TESTED ...........March AREA. SQUARE INCHES . . . 3.14 . . . . . . .. . . . . . . ULTIMATE LOAD. LBS........ 8750 . - . . . . . .. . . CRUSHING STRENGTH LBS PER SQ IN 2790 AGE TESTED DAYS T. UNIT WEIGHT LBS PER CU FT SPECIFIED STRENGTH - . • : . . . 2400 psi . . . . FORM 4 JP Testing Engineers—San Diego 3467KurtzSt PD Box 80985, San Diego*,. Ca 92138 (714)225-9641 r 1 1903 West Vista Way, Unit B Vista California 92083 (7 14) 758-3730 REPORT OF COMPRESSION TESTS File #572-2, Permit #78-6171, P.O. #SP-105364. . S : DATL March 6, 1979 JoB: The Broadway : . . . . .• . . . -: ADDRESS: 2559 El Camino Real, Carlsbad, California. . S . : . .• S OWNER Broadway Department Stores ARCHITECT: . Associated Architects and Planners - . ci REG. WT. CONCRETE o CORES .ENGINEER; Johnson and Nielsen Associates o LIOHTWr. CONCRETE .XMORTAR. CONTRACTOR: E.W. Hahn, Inc. . .. .0 GUNITE 0 GROUT LAUORATORY NUMBER .......... C34662 MARK ON SPECIMEN ... . . S . Broadway . . . S #21 . . . •5 S LocA-riopi IN STRUCTURE .. - 3rd lift, Line "C" to "H" on Line 10 . . - -.. .• BRAND OF CEMENT USED . . . Riverside, Type II . . •.. 5 5 : BRAND AND TYPE or ADMIXTURE . Lime . . SOURCE OF SAND Sorrento Sand Company R E SOURCE OF ROCK.......•. . S. S S - S El v E D .. . MIX PROPORTIONS OR NUMBER . . 1 cement, 3 sand, 1/4 lime SUPPLIER (CONCRETE) Job Mixed MAR 7 igig TRUCK No. & TICKET No. SLUMP OR KELLY BALL '. S S S S . CITY OF CARLSBAD S TEMPERATURE or AIR . . . S . 5 5 S ullulng Department . S TEMPERATURE OF MIXTURE - P SPECIMENS MADE By - . . . Testing Engineers-San Diego DATE MADE ........S • February 27, 1979 -DATE RECEIVED - . . - • :- Feb. 28, 1979 DATE TESTED . . . S. . March 6, 1979 AREA, SQUARE INCHES . . . 3.14 ULTMATE LOAD. Los. . . . . 6710 CRUSHING STRENGTH LBS. PER. 3Q. IN. .2140 AGE TESTED. DAYS . . . . . 7 - UNIT WEIGHT. LBS. - PER. CU. FT. SPECIFIED STRENGTH . . . . . 2400 psi :- . o FORM JP Testing Engineers—San Diego 3467Kurtz St. P0 Box 80985, San Diego, Ca 92138.(7.14) 225-964 1 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS #572-2, Permit #78-6171, P.O. #SP-105364 DATE March 5, 1979 JOB The Broadway ADDRESS 2559 El Camino Real, Carlsbad, California OWNER: Broadway Department Stores . . .:. ARCHITECT: Associated Architects and Planners . . DR. WT. CONCRETE 0 CORES. ENGINEER: Johnson and Nielsen Associates S . 0 Liowr WT. CONCRETE )QU MORTAR CONTRACTOR: E.W. Hahn, Inc. . .•. 0 GUNITE - 0* GROUT LABORATORY NUMBER . •- ••. C34-659 .- . .-• 0 . •, MARK ON SPECIMEN Broadway #18 'LOCATION IN STRUCTURE - 2nd lift, Line "C" from 9 to 10 . •• . . . . •• BRAND OF CEMENT USED. •. . . Riverside, Type BRAND AND TYPE OP ADMIXTURE •: Lime . . . . . . . .: • . . - . S. SOURCE OF SAND - •. ... . Sorrento Sand Company •• SOURCE OF ROCK •.• -i . . .. . . . . S -. . . .. . . . •: - MIX PROPORTIONS-OR NUMBER . . -- SUPPLIER (CONCRETE) 1-cement, .3 .sand, 1/4 lime Job Mixed 74 •.4, .. . . . - . . . . ............. No. & Ticxer No. QTRUCK SLUMP OR KELLY BALL . . . . TEMPERATURE OF AIR . - . TEMPERATURE OF MIXTURE !;140 SPECIMENS MADE By - . . . . Testing Engineers-San Diego -•• .. 26, 1979 . . . . . . . I . . ... . . :DATE MADE ...............February DATE.RECEIVED . . . . . . .: Feb. 28, 1979 . . . . . . DATE TESTED ...............March 5, 1979 ..... AREA. SQUARE INCHES . . . . 3.14 6160 ULTIMATE LOAD. Lee. .......... . CRUSHING STRENGTH LBS. PER. SQ. IN .1960 . . . . . . . ..... .- . . - AGE. TESTED. DAYS .. . .. . . 7 . . . . . • . -S . -. . .- UNIT WEIGHT LBS PER CU PT SPECIFIED STRENGTH . . . . 2400 psi . • . :- REPORTED To • • . ., . • • . • - . . .. . • • 7:5_S CLIENT (1) Broadway Department Stores, Attn: Kelly Towner • S (1) Associated Architects and Planners S • S• • • •• S • • • (1) Johnson and Nielsen Associates .•. .•. • (1) E.W. Hahn, Inc. .. •: • - • (1) Mr. Les Farra S • . .- . • S - -dNG City of Carlsbad to TESTING E AN DIEGO REVIEWED BY S • -. - -. - . THC:kh -. . . - . T. H.. Chapman, E.' #12882 - p PORM a jp '0 fkr Testing. Engineers—San Diego. 3467KurtzSt P0 Box80985 San Diego,. Ca 92.138 (714) 225-9641, L J 1903 West Vista Way, Unit B Vista California 92083 (714),-758-;3730' REPORT OF COMPRESSION TESTS . . .. File #572-2, Permit #78-6171, P.O. #SP-105364 DATE March 2, 1979 JOB:, . .. The Broadway .. . .. '. - .......' :. : .- .. , AODRES9: 2559.El Camino Real, Carlsbad, California .. .. . . ... .• . . . . •. . ... . bwNER Broadway Department Stores ARcnIrEcT Associated Architects and Planners o RIG. WT CONCRETE 0 CORES tENGINEER Johnson and Nielsen Associates 0 LIGHT WT CONCRETE X( MORTAR CONTRACTOR: E.W... .Hahn, Inc. .. . . . . •. . . . . .' 0 GUNITE . U GROUT LABORATORY NUMBER C34-628 MARK ON SPECIMEN . . Broadway #16 A B , S C .. LOCATION IN STRUCTURE Wall, Line .7 between "A" and "B", 1st lift BRAND OF CEMENT Usso BRAND AND TYPE OF ADMIXTURE RECE IV ED` SOURCE OF SAND. . . . . . '• . . . V - V •' V SOURCE OF Rock 'MAR 5 1979 MIX PROPORTIONS OR NUMBER 1 cement, 3½ sand, to ½ lime SUPPLIER (CONCRETE) . Job Mixed '. . CITY.OF CARLSBAD. '. .. . .. TRUCK No. & TICKET No. Department SLUMP' OR KELLY BALL . -•. . S - 'TEMPERATURE OF AIR . TEMPERATURE OF MIXTURE F SPECIMENS MADE BY - • Testing' Engineers-San Diego V V 23, 1979 DATE RECEIVED ' . . . -V • V . 'Feb. 27, 1979 DATE TESTED March 2, 1979 DATE MADE .............February AREA. SQUARE INCHES . .. - . 3.14 ULTIMATE LOAD. Lès. 5310 CRUSHING STRENGTH LOS. PER. Q. IN. ' . 1690 AGE. TESTED. DAYS . . . .. -. 7 . . . "' " ' ' 'V • UNIT WEIGHT LBS PER CU PT SPECIFIED STRENGTH - •. V. -. . ' 2400 psi . V ' ' , - 'V S 5 FORM 4 JP Testing -Engineers—San Diego 10' 3467KurtzStP0 Box80985 San Diego; Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B, Vista California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS. File #5.72-2, Permit #78-6171, P.O.. #SP-105364 DATE March 2, 1979 : JOB:.The Broadway ADDRES9: 2559 El Camino Real, Carlsbad, California . . .:'. OWNER Broadway Department Stores ARCHITECT: As Planners & Architects . 0 REG. .WT. CONCRETE . '0 CORES ENGINEER Johnson and Nielsen Associates o LIGHT WT. CONCRETE X(MoRTAR CONTRACTOR: E.W. Hahn, Inc. . . .. .' '0 GUNITE ' :0 GROUT LABORATORY NUMBER C34-618 . . . . f . •. . MARION SPECIMEN Broadway #14 A . B C •. . LOCATION IN STRUCTURE Line 10, second course BRAND OF CEMENT. USED •,' . - Riverside, Type II BRAND AND TYPE OF ADMIXTURE . Lime . .:''' . . . .. •. .. . .., SOURCE OF SAND Sorrento Sand Company . 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 ,'. •F '' . . . .. . '. ,. . SPECIMENS MADE By . • . . Testing Engineers San Diego ........ .. . . . ." . . DATE MADE . • . •. . .- February 22, 1979 . . . DATE RECEIVED . . . - . . ,'. Feb. 23, 1979 DATE TESTED - -. - . . - . .• March 1, 1979 AREA. SQUARE INCHES - . . . .. . . . ULTIMATE LOAD. Les. . . . - 8590 . . . . . . . .. CRUSHING STRENGTH LBS. PER. SQ. IN. .' 2740 AGE TESTED. DAYS .. . • . . . 3.14.... ....... . 7 . . . . . .. . . .. . '. .. -: UNIT WEIGHT LOS. PER CU FT SPECIFIED STRENGTH . .. .. 2400 psi REPORTED To CLIENT . (1) Broadway Department Stores, Attn: Kelly Towner . .. .. .. " .. . (1) Associated. Architects and Planners . . .. ' ' .. . . ... . . . . -.. (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. (1) Mr. Les Farra . , .. . . . . . ' . . l'City of Carlsbad TESTING ENGINEE S SAN DIEGO REVIEWED BYI THC kh T 4i Chapra, R E #12882 . FORM 18 JP Testing Engineers—San Diego 3467KurtzSt P0 Box 86985, San Diego'. Ca 92138 (714)225-9641 r J 1903 West Vista Way,Unit B, Vista, California 92083 (714) 758-3730 .. FILE No. 22 SUMMARY OF COMPRESSION TEST RESULTS PAGE ,.. ONE Permit #78-6171, P.O. #SP-105364 JOB: . The Broadway Mix No. 33-264 SPEC. 28-DAY STR.'_.3000 , ADDRESS 2559 El Camino Real TYPE ______CEMENT_4 Scv SPEC SLUMP ______IN Carlsbad, California. . . . . . . . . . . ADMIX. Pozz. 344N . . ' AGG. SIZE_1 IN - . .. . *STORED &CURED. NOT TESTED YEAR:, 1979 . . . . ..... - ', ULTIMATE COMPRESSIVE' STRENGTH. PSI LAB NO. DATE . '. . . . . . DATE OTHER CAST LOCATION IN STRUCTURE ' SLUMP 7-DAY ' 28-DAY TEST - RESULTS MAILED 3..+ MO. DA. . ' IN. ' . AGE 44 1/4 Footing, Line 1 between '1D" 2 200 3360 60-day *Disc.1/11/79 ...ad "E". Broadway #1.A-BC. . . . '.. . . . ' ' ' 2/2/79 Made by TESD. . , .. , . . ' . ' . '. . 2/8/79 2/15/79 251 ' '1/25 , ' Column footing, Line "K" 3 ' 2650 439O 60-day '*Disc. 2/23/79' at 6. Broadway #7 A-B-C. . ' . .' 3/2 /79' Made by TESD. 252 1/26 Footing, Line "B" at 5 3½ 2250 3930 60-day *Disc Broadway #8 A-B-C.. Made by TESD 264 - 1/29 Grade beam,.Line "B" from 6 "2280 . 4460 ' 60-day' *Disc. T. to 8. Broadway #9 A-B- C. . Made by TESD. 443 2/7 Court #1 column pads.'4 1950 B'roadway#10 .A-B-C. Made by TESD. 517 2/8 Elevator pit walls. ' ' . 4 2000 Broadway #11 A-B-C. Made by TESD. 527 2 /13 " Loading dock foundation, . 4 ' 2880 Broadway #12 A7)9-C- Made by TESD. 528 2 /14 Foundation, Court #2 432- 2550 Broadway #13 A-B-C. Made by: TESD. (l) Broadway Department Stores, Attn: Kelly Towner (1) ' Associated Architects and Planners (1) 'Johnson and Nielsen Associates , (1) E.W.,Hahn, Inc. '' ' ' , TESTING ENGINEERS. AN DIEGO ' S (1) Mr. Les Farra REVIEW (1) City of Carlsbad -. -E43---Pre-Mixed Concrete Company ' ' ' ' . . . . ' THC:kh' S ' , , ' . " . ' , T.H. Chapman, 'L. #12882 JP L.. FORM I PAGE I r Testing Engineers—San Diego ff 3467KurtzSt P0 Box80985 San Diego Ca 92138 (714)225-9641 r J .1903 West Vista Way, Unit B Vista, California 92083 (714) 758-3730 PAGE OF 2 LABORATORY NUMBER sD34-729.....—INSPECTION REPORT DATE, Feb. 23, 1979 FILE: 572-2, Permit #786171', INsPEcTIoN OF Reinforced Masonry, Rein-, ' iv,2: 1979. forced Concrete, Structural Steel 'JOB:' The Broadway FABRICATOR OR ERECTOR: Kimball & Smith, ' ' " •' :'-JJy " OF CARLSBAD ' ' ' 'Pitner and Zenor CONTRACTOR: E .W. Hahn, Inc. Building Deprt'ment•'. ' '• " " '' ' ' ' ,,• ADDRESS-. 2559 'El' Camino Real, Carlsbad, California SHOP ______ FIELD______ PLANT S ' DATE : , Reinforcing,Steel: ASTM A615, Grade 40 and 60. REC.'HRs. , Concrete Mix: 33-264 (5.4 sks., .3000 psi).' O.T.HRS. , , , Grout Mix:, , . PR-52 (7.0 sks,, 3000 psi). REINSP. HRS. ' . Structural Steel: ASTM A36. INSPECTOR ' ' Electrode: , AWS E7018,(LH). Certified Welders: M. O'Brien #3779, J. Canterbury #C-8052. Mortar': , , . ' Type "S',' (2500 psi).. , ,,. . ' •, , , , ' '•.• DATE REG: HRS.., 0. T. HRS. REINSP. HRS. INSPECTOR Structural Steel Assembly: Inspected welding of beams to columns at ' 2'2 DATE 8100/.79. first floor, Line "J" at 6 and 7, Line "H" at 6, Line 7 from "F" to , REG. HRS. ' "G", 'and Line 1 and 2 at "D" and "E" at 2nd floor. Welds were full .0.T.HRS. . . size, had'good penetration, and no visual defects. REINSP. HRS. , Reinforced Concrete: Inspected reinfor'cin steel for placement, grade INSPECTOR . . and size in 1st floor escalator pits,-and concrete wails around: loading Lee dock.' DATE ' 2/21/79 Structural Steel Assembly: 'Inspected welding of beams to column at S REG. HRS. , 8.0 . Line "J" at 3 and 4, Line "H" from'3 to 51, and Line "F" at '6. Welds o.T.HRs; were with good penetration and no visual defects. ,REINSP. HRS. INSPECTOR Reinforced Masonry: Witnessed building of masonry't&all On Line "H" from 2'2279 DATE ' ' 8 to 10, 1st lift; Line 10 from "F" ,to "H", 1st lift; Line 10 from "C" REG. HRS. ' 8 •0 to "E", two courses; Line "C" ,from 8 to 10, two courses; and Line 8 from 0.T.HRS. ' ' .. ' . "B" to "C", two. courses.. 'Cast mortar samples,. marked 'Broadway '#14 A-B-C', " REJNSP.HRS. . at Line 101, 2nd course. INSPECTOR ' Reinforced Concrete: Witnessed placement of concrete in escalator walls after clean-up. Cast test samples, marked Sears #15 A-B-C, with 4" slump. FORM I JP Testing Engineers—San Diego .. ' . '• if 0 3467KurtzSt,P 0 Box 80985, San Diegoi Ca 92138 (714)225-9641 r 1 .1903 West Vista Way; Unit B, Vista, California 92083 (714)758-3730 PAG OF 2 LABORATORY NUMBER SD34-729 JOB: The Broadway . " DATE Feb .23, 1979' DATE. 2/23/79. Reinforced Masonry: Observed, placement of reinforcing steel and masonry REG.HRs. . 8.0 , units in wall locations as 'follows:. 1st lift to .104'-O" on Line"C" from. O.T.H RS. ; . 8 to 10, Line 8 from "B" to "C", Line "B" from 7 to 8,. Line 7 from 'iA" REINSP. HRS. to "B",' Line "A" from 3 to 7, and Line 8 from "H" to' "K". Cast mortar . INSPECTOR ' . samples, marked Broadway #16 A-B-C, from 1st lift, Line .7 between "A" and J'.E'. Hanssel "B". Witnessed placement of approximately 18.0 cubic yards of grout in locations as follows: 1st lift to 104'-0" on Line "H" from 8 to 9, Line " 10 from '"F" to "H". Line. 10 from "C" to "E", Line "C" from 8 to 10, Line DATE .'. ' 8 from "B" to "C", Line "B" from 7 to 8, Line 7 from "A" to "B", and Line.- REG. HRS. from 7 to 8. Cast three grout samples, marked Broadway #17 A-B-C, from 1st 'lift, Line' "H" between 8 and 9. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP HRS INSPECTOR DATE, REG. 'HRS. O.T.HRS. REINSP. HRS. INSPECTOR , DATE REG HRS. 0. T. HRS. REINSP HRS INSPECTOR DATE REG HRS O.T.HRS. REINSP. HRS. 'INSPECTOR (1) Broadway Department Stores, Attn: Kelly Towner REPORTED To (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. l) Mr. Les Farra , 7) . ' ' ' TESTING ENGINEERS - SAN DIEGO , City, of Carlsbad REVIEWED BY.. THC kh T H Chapman, R E #12882 ti . FORM I PAGE I JP -r Testing Engineers—San Diego 3467KurtzSt PD Box 80985, San Diego Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 OF 2 LABORATORY NUMBER SD34-7R E Or FVEORT DATE Feb 23, 1979 FILE: 5019-2, Permit #78-5757, ' INSPECTION or Reinforced Masonry •and. MAR 2'-' 1979 Reinforced Concrete JOB Sears - Carlsbad ci-i- OF CARLSBAD FABRICATOR OR ERECTOR Masonry Builders Building Department CONTRACTOR R G Fisher Company ADDRESS: 2525 El .Camino Real, Carlsbad, California ' ' SHOP ' FiLo_)CXX PLANT DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR 1 DATE 2 /20/79 REG. HRS., 8.0 0. T.HRs. REINSP. HRS. INSPECTOR J.V. Bell 'DATE " 2/21/79' REG. HRS. 5.0* 0. T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: ASTM A615, Grade 60. Concrete Mix: ' 33-243 (5.3 sks., 2500 psi). Grout Mix: 33-260 (6.5 sks.,. 200 psi) Mortar Type •tu (2000 psi) Reinforced Masonry Inspected construction of block wall on Line "A" from 3 to 7 to 44', and Line 7 to 10 to approximately 38'. Inspected' construction of columns to approximately 38' at outside of wall on Line "L" and outside wall on Line 10; total of four columns, 'Inspected place- ment of approximately 9.5 cubic yards of grout into above columns, and wall on Line "A" from 7 to 10-at, approximately 38'. Cast three grout. samples,.marked Sears #37 A-B-C, at columns. Reinforced Masonry: Inspected construction of block wall on Line'"A" from 7 to 10 to approximately 44' elevation. Work cancelled due to inclement weather. Grading and forming for botttom slab concrete placement is underway. DATE, 2122 /79 REG. HRS. 8.0 0.T.HRS. 1.5 ,1 REINSP. HRS. INSPECTOR J.V. Bell and' DATE REG., HRS. 0.T.HRS. REINSP. HRS. INSPECTOR Reinforced Concrete: Witnessed placement of approximately 258 cubic yards 'of concrete at Line "A" and "B" from 3 to 10, Line 7 and 8 from "C" to "J", Line 'I" and "J" from 2 to 73, and Line 2 and 3 from "E". to "I".; Cast set of samples, marked Sears #38 A-B-C, at Line 7 'and. 8 from "E" to "F" with 5" slump. Requested dryer concrete and cast second set of samples', , marked Sears #39 A-B-C, at Line 2 to 3 from "E" to "F" with 232-" slump. ' 'Reinforced Masonry: Witnessed placement of grout in wall on Line "A" to 2nd floor, from Line 2 to 6 to full height with floor dowels. Floor dowels ' to be installed on completion at Line 6 to lOto 2nd floor' minus 3'. .' Cast three mortar samples, marked Sears #40 A-B-C,' at 2nd floor, Line "A" , a t 3. FORM t JP .r71 '3467KurtzSt., Testing. Engineers—San Diego '. 'Its/ P0 Box80985, San. Diego Ca 92138 (714)225-9641 r F ALF j 1903 West Vista Way,'UnitB; Vista, California 92083 (714) 758-3730. OF 2 LABORATORY NUM'BER SD34-728.' JOB: Sears - Carlsbad.. S 'DATE Feb. 23, 1979 DATE 2 /23 /79 REG.-.H.RS. 2.0* 0. T. HRS. REINSP; HRS. INSPECTOR J.V. Be11 DATE REG. HRS. o.t. HRs.H REINSP.HRS. INSPECTOR DATE REG. HRS. O.T. HRS.: R'EINSP.HRS. S INSPECTOR DATE REG. HRS. 0. T. HRs. RElNSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. RENSP. HRS. INSPECTOR DATE REG. HRS. o T. HRs. . REINSP. HRS. INSPECTOR (1) Sears Roebuck and Company . REPORTED TO: (2) McC1e11an/Cru/Gay1ord & Associates . . H (1) Ruthroff and Englekirk (1) 'R.G. Fisher Company, Attn: C. Jensen . . City of Carlsbad TESTING ENGI1 . . . . •• REVIEWE Y. TUC:kh • • . .. . . T.. Ca4n, NERS - SAN DIEGO R.E. #12882. •. : FORM 16 JP rr Testing Engineers—San Diegol flair 3467KurtzSt,PO Box80985 SanDiego Ca 92138 (714)225-9641 .1 1903 West Vista Way, Unit B, Vista California 92083 (714) 758-3730 FILE No. 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE_0 Permit #78-5757 . . . . . .. . . .', JOB Sears - Carlsbad RE El 11 33-260 GROUT PUMP .2.8-DAY STR 2000 Psi ADDRESS: .2525 El Camino Real . . .. TYPE . CEMENT_6.5 . ScY SPEC. SLUMP 8 Carlsbad,California .Tv1R2 . . . . . . . . . ADMIX. Pozz. 300R . AGG. SIZE 3 /8 . t_.ITY. OF CARL )8AD & CURED. NOT TESTED .. ... . YEAR: 1979 Building Departi ent 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 567 2/15 . Line "A" between 5 and 6 at --- . .2280.' . . . ...... . . 2/23 /79 34' elevation. Sears #33 A- .. . . . .- 3/1/79 B-C. Made by TESD. . . . . . . . . . .. .. 608 2/20 . Columns at Line 'L' and .10. - 236O . . . . . Sears 437A-B-C. Made by . . . : . .. .. . . TESD. ..' .. .,,,:• . . . . . 615. 2/22 Line "A" at 3, 2nd floor. -- 2270 .. .. Sears #40 A-B-C. Made by . . . . . . . TESD. . . . ... . . . . . . (1) Sears; Roebuck and Company . . . . (1) McClellan/Cruz/Gaylord & Associates . . . . .. . . . . . . .. . . (1) Ruthroff and Englekirk . . . . . . . . .. . .. . .. (1). R.G. Fisher Company, Attn: C. Jensen TESTING ENGINEERS. SAN DIEGO. of Carlsbad . ... . . . . REVIEWED BY . L. WLC:kh . . . . . . . . . . . William L. Cochrane, R.E. #24445 FORM 10 JP Testing Engineers—San 'Diego' I N4 3467KurtzSt,PO Box80985 SanDiego Ca 92138 (714)225-9641 J 1903 West Vista Way, Unit B, Vista, California 92083 (714)758-3730 . FILE No. _5019-2 SUMMARY OF COMPRESSION TEST RESULTS ' ' PAGE ONE Permit'#78-5757 Jos Sears - Carlsbad Mix No 33243 Pump SPE 2500C 28 DAY STR Psi ADDRESS 2525 El Camino Real TYPE ______CEMENT 5 3 SCY SPEC SLUMP 4 __IN Carlsbad, California ADMIX.'Pozz_300N _andMBAE AGG SIZE IN YEAR: 79 STORED &CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI ' OTHER DATE ' I , , LA-8 NO. 'DATE ' C34 CAST MO. DA. LOCATION IN STRUCTURE SLUMP IN. 7-DAY 28-DAY TEST RESULTS MAILED ' ' AGE 441 2 /5 First floor slab, Line 1 to 4½. 1870 ,,. ' ' ' . 2/15/79 2 from "0.to "H'1. Sears 2/23/79 #26 A-B-C Made by TESD.3/1/79 524 2/13 Bottom slab, Line 2 at "K" 3-3/4 2250 plus 24. ' Sears #32 A-B-C. Made by TESD. 525 .2/13 Bottom slab, Line 10 from "I" to "V'. Sears #31 A- B-C. Made by TESD.' 568 2/16 Line 110 to "D" from 11 to 12. Sears #34 A-B-C. Made by TESD. 569 2 /16 Line 5 and 6 from "J" to "K". Sears #35 A-B-C. Made by. TESD. 613 2/22 Line 7 and 8 between "E" & Sears #38 A-B-C. Made by TESD. 614 ' 2/22 Line 2 and 3 between "E" & "F". Sears #39 A-B-C. Made by TESD.. 9 , 2230 2510 4½ 2530 5 2490 2½ '2950' Sears Roebuck and Company McC'lellan/Cruz/G'aylord &Associates (1) Ruthroff and Englekirk' : (1) R.G. Fisher CompanydAt n: C. Jensen City of Carlsbad (1) Conrock . ThC:kh TESTING ENGINEERS. AN DIEGO REVIEWED BY ' T.}I.l Chapman, .E. #12882 S 5 FORM 18 JP f Testing,Engineers—San Diego . 110 3467KurtzSt P0 Box80985 San Diego,. Ca 92138 (714)225-9641 - 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730- FI LE No, 5019-2 SUMMARY OF COMPRESSION TEST RESULTS .' PAGE Permit #78-5757 . . . .. . Jo Sears - Carlsbad Mx No 33-244 SPEC 28 DAY STR 2500'.PSI ADDRESS 2525 El Camino Real TYPE CII CEMENT_ 1 Scv SPEC SLUMP ______IN Carlsbad, California ADMIX Pozz 300N AGG SIZE. IN * STORED & CURED, NOT TESTED YEAR. 1979 . 0 ULTIMATE COMPRESSIVE STRENGTH. PSI . . . - . . ,. LAB NO. DATE . . OTHER DATE C34 M CAST ODA LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED 341 - 1/30 Compactor pit slab.' Sears ' ' 4 ' 1660 3400-. 60.day, *Disc. 2/8/79: #25 A-B-C. Made by TESD. •' . - ' : -: . ,,. 3/1/79 (1) Sears, Roebuck 'and Company (2)'McClellan/Cruz/Gaylord and Associates • :. •• i.:. :' " • : . : (1) Ruthroff and Englekirk , ,'•. . •- -: • • (1) R.G. Fisher Co., Ati:ç. Jensen ' TESTING ENGINE SAN DIEGO - %L City :of Carlsbad ' • 0 • REVIEWED " ' (k1. Conrock ThC:kh. , ' ' . • . ' T.H. Chapma, R.E. #12882 •' . FORM 10 JP _____ : Testing Engineers—San Diego • .; •: •. 3467KurtzSt P0 Box 80985, San Diego, Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083. (714).758-3730 .. FILE No. 5019'2 . . SUMMARY OF COMPRESSION . TEST RESULTS PAGE ONE Permit #78-5757 . . . .. . . . . . JOB: Sears - Carlsbad MIX No -33-261 GROUT PUMP SPEC::28 DAY STR 3000 ADDRESS 2525 El Camino Real TYPE CEMENT 7 5 SCY SPEC SLUMP 8__IN Carlsbad, California ADMIX Pozz_300R AGG 3/8 IN YEAR 1979 .ULTIMATE STORED &CURED. NOT TESTED . S COMPRESSIVE STRENGTH PSI LAB NO. DATE . . OTHER DATE C34 O. MO. . LOCATION IN STRUCTURE SLUMP IN. 7-DAY 28-DAY TEST RESULTS MAILED . AGE 42 1/2 First lift, L1ne "C't' from 2440 4930 60-day *Disc. 1/11/79 14 to 16. Sears #13 A-B- . . . .. . 1/26/79 C. Made 'by.TESD. ,. : ., . 2/2/79 2/8/79 43 1/3 First lift, Line "G" at 10. --- 2870 4660 60-day *Disc. . 2/15/79 Sears #14 A-B-C. Made by . . . ., . . .. 2/23/79 TESD., . . . . . . '• . ... . . . . .3/1/79 118 1/4 First lift, Line "L" from --- --- 4380 15-day 3250 1-to 5. . Sears #15 A-B-C. .. 60-day *Disc. Made by TESD. 229 1/23 . Second lift, Line "C" from --- 2300 4370 60-day *Disc. 13 to 14. Sears #17 A-B- . . . . C. Made by TESD. . . . .' . 231 1/24 Second lift, Line "E" from --- 2360 4110 60-day, Disc 10 to 13. Sears #19 A-B- . . . C.. Made by TESD. . . . . . . .. . . . 233 1/25 Second lift, Line "L" from --- 2670 3920 60-day Disc ito 3.. Sears #21 A-B-C. . . . . . . •• . . . - Made by TESD 340 1/30 Second lift, Line 10 from --- 2690. 5090 60-day *Disc. .. - . . . "A" to tIIl Sears #24 A- .•, . . . . . B-C.. Made by TESD 442 2/8 Line 1 to 2 at "L", 3rd --- 3100 lift. Sears #27 A-B-C. Made by TESD Sears, Roebuck and Company McCle1lan/CruzGay1ord & Associates (1) Ruthroff and Englekirk (1) B.G. Fisher Company, Attn: C. Jensen ()City of Carlsbad THC:kh . .. . TESTING ENGINEER .N DIEGO . 'REVIEW . T.H. Chapman, 1R.E. #12882 . - FORM I PAGE I JP Testing Engineers—San Diego 3467 Kurtz St P0 Box 80985, San Diego Ca 92138 (714)225-9641 r J 1903 West Vista, Wak Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER #572-2, Permit #78:6171, P.O. F8I79 The Broadway CITY .OF CARLSIR . . Building Department ADDRESS: 2559. El Camino Real, Carlsbad, California SHOP _______ FIELD_______ PLANT DATE Reinforcing Steel ASTM A615, Gr 40 & 60 REG. HRS Electrodes AWS E7018 (L H) o T HRS Certified Welders M O'Brian, J Canterbury. REINSP.HRS. -------2Concrete Mix:' 33-264 (5.4 'sks ) 3000 psi) : INSPECTOR Welding: Inspected.field welding on. Columns C5, C4, A3, 33, A2 and B2 at DATE 2/12/79 REG., HRS. 7.0*' second floor; and Columns A6, •B6, A5, B5, C5, A4, B4 and C4 at, third 0.T. HRS. floor; Column C6 was rejected for lack of welding' onto leg; also, added REINSP.HRS plate t rt—r tjn needed to be welded. Welds' approved were INSPECTOR full size,. good penetration with no visual defects..' J. Lee • ' V ' V V V V ' V V V Reinforced'Concrete: - Inspected reinforcing 'steel for placement, grade, 'DATE • . 2/13/79 REG. HRs. 8.0 size, -clearance and clean-up prior' to placement of 23 cubic yards of con- 0.T.HRS. crete in foundation loading dock wall, and foundation and wall extending REINsp.HRs. - 40' east of dock. Cast concrete samples,-marked #12A-B-C, with 411 slump. INSPECTOR ' Structural Steel Assembly: 'Inspected field welding on Column C6,_ird 'floor, tpairs were made as marked,. Approved welding on Columns Cl, C2, C3 and DT iTdfi .Approved welding on Columns A2, A3 and DATE . A4 at third floor. REG. HRS. 0. T. HRS. ' V VV V ' ' V , V V V REINSP. HRS. INSPECTOR Reinforced Concrete: lnspected reinforcing steel for placement, grade DATE - 2/14/79 REG. HRS. 70* and size in foundation around Court #2 and 18' extension at loading O.T.HRS. ' - dock and wi'tness'ed placement of 34 cubic yards of concrete in-above' V REINSP.HRS. ' area. Cast concrete samples, marked Broadway #12 A-B-C, with 511 INSPECTOR - '' - 'slump. FILE: JOB: DATE February 22, 1979 INSPECTION OF Structural Steel Assembly Reinforced Concrete FABRICATOR OR ERECTOR: Pitner-Zinor CONTRACTOR: E • W. Hahn, Inc. . - FORM t JP Testing Engineers—San Diego S 3467KurtzSt P.O.Box80985 San Diego Ca 92138 (714)225-9641 r 1 1903 West Vista Way, Unit B, 'Vista, California 92083 (714) 758-3730 'Page 2 LABORATORY- NUMBER SD34-656 ' ' INSPECTION REPORT '' '" DATE February 22, 1979 DATE 2/14/79 •Structural -Steel Assembly: Approved welding of columns to Beams Dl, , REG. HRS. cont. D2., D3, D4, D5, D6, El and E2 at' second floor, and Column C4 at third O.T.HRS. floor. REINSP. HRS. INSPECTOR DATE 2/15/79 '.Structural.Steel Assembly:, Approved -welding of beams' to Columns' D3, REG. HRS. 8.0 ' D4,' D5, D6, 'E3, E4, E5, E6 and E7 at second floor, and Columns E4, E59 O.T.HRs 'E6, and E7 at'third floor. REINSP. HRS. INSPECTOR DATE , 2/16/79 Structural Steel Assembly: Approved welding of beams to Columns 116, REG. HRs. 8.0 ,.. : 17,; two 'beams framing' elevator at Line' "H" to"I" from 6 to. 7 on second OT.HRs. ', floor;'beain.to Column E39 D3,-D23,and beam east' of escalator at t1rd' REINSP. HRS. floor. INSPECTOR DATE RG. HRS. 0.'T. HRs REINSP. HRS.. INSPECTOR DATE •: ' ' ''' ' ' ' ' ' ' , : REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG'HR. , . -S ' ' ' , ' S , , , '' ' S • , ' ' ' ' , : 0. T. HRs. S , , S , S ' ' ' ' ''S ' ' S • , ' ' S , "S S REINSP. HRS. ' ' S • S , , ' ' •• S , INSPECTOR ' , S • ' ' S S ' S *Hours prorated with other work. ' ' ' S • ' , : REPORTED TO: (1) Broadway Department Stores, Attn:. Mr. Kelly Towner (1) Associated-Architects & Planners (1) Johnson & Nielsen Associates ' (1) E. W. }lahn,'Inc. ' tO , TESTING EN(Z4~Nl7i~EE (1) Mr. Les Farra, , • -(L City of Carlsbad Buildiñg-'Inspection , RE.3L7W Department - ' ' / ,A RS SAN DIEGO THC:rh ' ' ''S ' S ', ' , T. H. Chap an, R. E. #12882 FORM IS JP Testing Engineers—San Diego ' 111 . . . '• .. 3467 Kurtz St P.O.Box 80985, San Diego Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758_3736 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE_ONE LCLLULL 7r!OULIi, r . u . 1tr-iuJ.)o'4 . . . 7: . 1 JOB The Broadway Mix No 33264 SPEC 28 DAY STR ________ ADDRESS: 2559 El Camino Real TYPE ______CEMENT_5.4 SCY SPEC. SLUMP 4 IN; Carlsbad, California . . . . . . . ADMIX. Pozz. 344N AGo. SIZE IN. 1979 . . . . . * STORED & CURED. NOT TESTED . . . -. YEAR: . . ULTIMATE COMPRESSIVE STRENGTH. PS! . LAB NO. DATE OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED C34 MO. DA.-. . IN. AGE 44 1/4 Footing, Line 1 between "D" 2 2050 3360 )60-day *Disc.*1/11/79 ' and "E". Broadway #1 A-B-C. . • '• . -' . . ..2/2/79 Made by TESD. . . . ; . . ..." . . . 2/8/79 . . . . . .•-.• . . ... . ' ••. 2/15/79 251 1/25 Column footing, Line "K" 3 . 2650. 4390? 60-day *Disc. . 2/23/79 at 6. Broadway #7 A-B-C. . . . ,. ....-' . .. Made by TESD. . . 7' 252 1/26 Footing, Line "B'.'- at 5• . 3 . 2250 (3930 j60-day , *Disc. Broadway #8 A-B-C. Made . . .•• by TESD. • . . . . .. . . 264 1/29 Grade beam, Line "B" from 6 2280 7 to 8. Broadway. #9 A-B- . . . 1 •. •. . . C. Made by TESD. . . . . . . ..• 443.. :2/7. Court #1 clurnn:pads..' . 4. . :1950,. .. •k.: C Broadway #10 A-B-C Made 4 byTESD C ' js OA e. 517 2/8 Elevator pit walls. . 4 ' 2000 ' Broadway. #11 A-B-C. Made • .. . ... O by TESD. . . . . :.. 5 S: 527 2/13 '.Loading dock foundation. . 4. 2880. .. Broadway #12 A-B-C. Made . . . . . . . . . . ,. by TESD 528 2 /14 Foundation, Court #2 02 2550 Broadway #13 A-B-C Made by TESD .i(1) Broadway Department Stores, Attn: Kelly Towner . . . . . . . . (1) Associated Architects and Planners . . . . . . (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. • . . .. . . . . . ' TESTING ENGINEERS. AN DIEGO. (1) Mr. .Les Farra CP . . REVIEW 7%614.' City of Carls bad ) Pre-Mixed.Concrete pany THC kh . . T H Chapman, E #12882 FORM IG JP j al Testing Engineers—San Diego 4. 4 3467KurtzSt P0 Box80985, SanDiego Ca 92138 (714)225-9641 1 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 .. flLE No. .572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit #78-6171, P.O. #SP-105364 . 1 JOB The Broadway Mix No 34-7 PUMP SPEC 28 DAY STIR. 3000 PSi ADDRESS:, 2559 El Camino Real TYPE CEMENT 57 ScY SPECS SLUMP. ___IN. . Carlsbad,-California S : ADMIX.Pozz. 344 and MBAE 10 AGG. SIZE_. IN. -- - : •-'.:' . S STORED & CURED. NOT TESTED . YEAR: -1979 - S -- ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB NO. DATE S OTHER CAST. - LOCATION IN STRUCTURE . SLUMP 7-DAY 28-DAY TEST RESULTS . MAILED C34 - MO. DA. S IN. AGE - S 176 1/22 Column footing, Line "G" 6 2050 3680 --- 2/2/79 at 7 Broadway #3 A-B-C / 2/8/79 Made by TESD (Sample 3C 2/23/79 destroyed at site) 228 1/23 Column pad orLine 9 at . 5 .2140 3940-i I6O_day.I*Disc. -- S • "H". Broadway #4 A-B-C. Made by TESD .. 249 - ---1/24- Column and wall footings, . 11 Y 1490. 3200- 160-day *Disc. -. S Line 10 at "D". Broadway . . .'• If -. . S #5 A-B-C Made by TESD 250 1/24 Column footing, Line "E" 2-3/4 2160 390 / 160-day *Disc at 2 Broadway #6 A-B-C Made by TESD now& Fr 797 ,-CTYO CAR I' lllldrn De .- Part •S •• -. (1) Broadway Department Stores, Attn: Ke1ly Towner (1) Associated Architects and Planners (l) Johnsonand Nielsen Associates (i) IE.W. Hahn, 'Inc. ;S - . - ..- TESTING ENGINE S. SAN DIEGO -- - . - REVIEWED Be' :. ij'ir. Les rarra City of Carlsbad - - - - -Pré-Mixed Concrete Company • - ('V • THC:kh •S• --- T.H. Chapma , R.E. 412882 - DATE 2/7/79 REG. HRS. 8.0 O.T..HRS. REINSP. HRS. INSPECTOR James N. Lee DATE. . 2/9 /79 REG. HRS. 8.0 0.T.HRS. REINSP. HRS. INSPECTOR DATE. 2/8/79 PEG. HRS. 5.0* 0.1. HRs.' REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRs. REINSP. HRS. INSPECTOR DATE S REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: ASTM A615, Grade 40 and 60. Concrete Mix: .33-264 (5.4 sks., 3000 psi), . •: Electrodes: AWS E7018 (Lii). Certified Welders: N.' O'Brien'#3779, J. Canterbury #C-3052. Structural Steel Assembly: Inspected fillet welds of precast beams to precast columns, one end only, per Details land 2 of S-5, at the 2nd floor'at Line9 from "D" to "F" and Line 10 from "D" to "H". Welds were full size, had good penetration and no visual defects. . 'Re inforced Concrete: Inspected reinforcing steel placement and witnessed placement of approximately 27 cubic yards of concrete in grade beam and column pads from existing pour at Line 3 around stairway, entry court. #1 to Line "D", Cast three test samples, marked Broadway #10 A-B-C., at Court #1 column pads, with 4" slump Structural Steel Assembly: Inspected fillet welds of beams to columns at 2nd floor at Line 9 from "G" to "H" and Line 8 from "B" to "H", and 3rd floor beams to columns on Line 9 from "C" to "G", and Line 8 from "C" to "F". Reinforced Concrete.: Inspected reinforcing steel placement, and; witnessed. placement of concrete in elevator pit walls. Cast three test samples, marked Broadway #11A-B-C, with 4" slump. . . . . . . ..' Structural Steel Assembly: Inspected fillet welds of beam to columns 0n 2nd floor at Line '4. to 7 at "B" and "C", and on 3rd floor at Line 5 to 7 at "A" to "C". Welds were full size, had good penetration and no visual defects * Hours prorated with other work.' . . • (1) Broadway-Department Stores, Attn: Kelly Towner • . • • S (1). Associated Architects and Planners S • • • ., REPORTED TO: . . . (1) Johnson and Nielsen Associates • . .• S S • (1). E.W. Hahn, Inc.' ', •.• " ' ' S • (1), Mr. Les Farra Building 'insptoj) TESTING, ENGINEER AN DIEGO. Department REVIEWED .THC..kh,,: S •, ,. T.H. Chapman, R . . #12882 FORM I PAGE I .IP 1' 7 Testing Engineers—San Diego I. IPE 04 4 3467KurtzSt,P0 Box80985 San Diego Ca. .92138.(714) 225-964 1 I, 1903 West Vista Way, Unit B, Vista, California 92683 (714) 758-3730 LABORATORY NUMBER SD34-55B : ', DATE. Feb. 15, 1979 FILE: 572-2, Permit #78-6171, P.O. # -105364 INSPECTION OF Reinforced Concrete and TEB 2 01979 Structural Steel Assembly. JOB The Broadway FABRICATOR OR ERECTOR E.W. Hahn, Inc. CITY OF CARLSBAD .Iding Departmen ' CONTRACTOR: E.W. Hahn, Inc. Bu't ADDRESS 2559 El Camino Real, Carlsbad, California SHOP______ FIELD______ PLANT______ FORM to JP -__ Testing Engineers—San Diego 4c 17PLIJ, 3467KurtzSt P0 Box80985 San Diego Ca 92138 (714)225-9641 1 1903 West Vista Way, Unit B Vista, California 92083 (714) 75873730 FILE No. 572-2 SUMMARY. OF COMPRESSION TEST RESULTS PAGE-- ONE Permit 478-6171, P.O. #SP-105364 . Joe: The Broadway . . Mix No. 33264 SPEC. 28-DAY STIR. "'3000 Psi ADDRESS: 2559 El Camino Real . TYPE ______CEMENT 5.4 SCY SPEC. SLUMP 4 IN. Carlsbad, California . . . . . ADMIX. Pozz.344N Acc. SIZE i .IN. *STORED & CURED. NOT TESTED YEAR: 1979 . . . ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE . . . . . . •- .OTHER DATE C34 MODA CAST LOCATION IN STRUCTURE SLUMP 7-DAY. 28-DAY TEST RESULTS MAILED 44 1/4 Footing, Line 'l between "D" 2 2050 3360 60-day *Disc. 1/11/79 and "E". Broadway 41 Made by TESD. 251 1/25 Column- footing, Line "IC" at 6. Broadway #7 A-B-C. Made by TESD. 252 1/26 Footing, Line "B" at 5. Broadway #8 A-B-C. Made byTESD, 264. 1/29 Grade beam, Line 'tB" from. 7 to 8.. Broadway #9 A-B- C. Made by TESD. 443 2/7 Court #1 column pads.-: B-roadway410 BC.:.' Made by TESD. 517 2/8 Elevator pit walls. Broadway #11 A-B-C. Made by TESD. : (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. . . TESTING EN (1) Mr. Les Farra - . - - -. . - - REyB-. 1)_.. City of Carlsbad - - • . DIEGO (1) . Pre-Mixed Concrete Company -. • L//(i9>7' -- .-- THC:kh -. . . - . . . • .. - T.H. Chapman, I.E. #12882 Z/2/,I9 2/8/79 3 2650 - . . . 2/15/79 3½.- 6 2280. 179 •'°: tUI O' LS94) H 20001' FORM 26 JP Testing Engineers—San Diego 3467KurtzSt P 0.,Box80985 SanDiego Ca 92138 (714)225-9641 r J 1903 West Vista Way Unit B Vista, California 92083 (714),758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE_ ONE Permit #78-6171, P 0 #SP-105364 JOB The Broadway . Mix No 33-264 SPEC 28 DAY STIR. 3000 Psi ADDRESS: 2559 El Camino Real TYPE ______CEMENT 5*4 SCY SPEC. SLUMP 4 Carlsbad, California . . . . . . •. ADMIX. Pozz. _344N AGG. SIzE_i IN. * STORED & CURED. NOT TESTED YEAR: . 1979 ... . _. . ULTIMATE COMPRESSIVE STRENGTH. PSI LAB. NO. . DATE .. . . . . . . .. . RESULTS -. . . . .. .OT-iER DATE . CAST . LOCATION IN STRUCTURE SLUMP . . 7-DAY 28.DAY.. TEST MAILED C34 MO. DA.. IN. AGE 44 1/4 . Footing, Line 1 between "D" 2 2050 3360: .60day *Disc. . .1/11/79 and "E". Broadway #1 A-B-C. . 2/2/79 Made by TESD 2/8/79 251 1/25 Column footing, Line "K" 3 2650 at 6., Broadway#7 A-B-C. . . . . Made by TESD 252 1/26 Footing, Line "B" at 5 3½ 2250 Broadway #8 A-B-C Made by TESD 264 1/29 . Grade beam, Line "B" from 6 2280 7 to 8. Broadway #9 A-B- . . . C. Made by TESD. RECEIVE) FEB9 1979 CITY OF Cd RLS D Building D( partmen .i(l) Broadway Department. Stores, Attn: Kel1yTowner. (1) Associated Architects and Planners (1) Johnson and: Nielsen Associates (1) E.W. Hahn, Inc. ,. - TESTING ENGINEERS. AN DIEGO (1) Mr. Les Farra - - - . .- . REVIEW PreMixed Concrete Company THC kh T H Chapman, E #12882 FORM 18 JP " Testing Engineers —San Diego. 3467KurtzSt P0 Box80985 San Diego Ca 92138 (714)225-9641 r J 1903 West Vista Wáy;'UnitB;Vista, California *920'83, (714) 758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE _ONE - Permit #78-6171, P.O. #SP-105364 . . . . . JOB: The Broadway . - - Mix No. 34-7 PUMP SPEC.- 28-DAY STR._3000 Psi ADDRESS: . 2559. El Camino Real TYPE ______CEMENT 57 Scv SPEC. SLUMP Carlsbad, California . . •0 S ADMIX Pozz_344 and MBAE _10 AGG SIZE 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 TEST RESULTS MAILED C34 MO. DA. . IN. AGE 176 1/22 Column footing, Line "G" 6 2050 2/2/79 at 7. Broadway #3 A-B-C. •. . .5. . : 2/8/79 Made by TESD. (Sample 3C . •- . . . . . . . •. 0• destroyed at site).: 228 1/23 Column pad on Line 9 at .. 5 2140 "H". Broadway #4 A-B-C. 0 • 0 0 0 Made by TESD 249. 1/24 Coumn and a11 footings, 11 . 1490 •. 0 Line 10 at "D". Broadway 0 •: . : • 0 #5 A-B-C. Made by TESD. . 0 250 1/24 Column footing, Line "E" 2-3/4 2160 '. 5 5 •. '.: .. 0 - at 2. Broadway #6 A-B-C. - - .. : • 0 • Made by TESD. - - - • • •. 0 • • • • (1) Broadway Department Stores, Attn: Kelly Towner (1) Associated Architects and Planners .• • • • 0 • - • . • •0 (1) - Johnson and Nielsen Associates - • 0 • • •• 0• •, 0 (1) E.W. Hahn, Inc. - - 5 0 •• • • TESTING ENGINE S SAN DIEGO •0 -(1) • Mr. Les Farra - - • •REVIEWED BAY 0 • • • • -. 0 _-4.l-)--C-i-t.y of Carlsbad - • •0 • . .. • 7j4q -• • • S •• -. •• 0 .5 (I) Pre-Mixed Concrete Company 0 • • or- _____ R __ THC:kh •0 : • • . • T.H. Chaa, R.E. #12882 FORM 18 JP I Testing Engineers—San Diego.' I, 3467KurtzSt P0 Box 80985, San Diego Ca 92138 (714) 225...964; r J 1.903 West Vista Way, Unit B, Vista, California 92083 (714)758-3730. •' FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS ' PAGE ONE Permit #78-6171, P.O. #SP-105364 JOB: The Broadway ' ' Mix No, 33-264 SPEC. 28-DAY S'TR._3000 Psi ------------------ ADDRESS: , '2559 El Camino Real ' ' TYPE ______CEMENT_' ' 5.4 Scv SpEc. SLUMP 4 ' IN. Carlsbad, California ADMIX. Pozz. 344N'AGG.SIZEi STORED & CURED. NOT TESTED YEAR: 1979 , ' ' ' ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE ' . OTHER DATE / ' CAST , . ' LOCATION IN STRUCTURE . SLUMP , 7. DAY 28-DAY TEST RESULTS MAILED C3 4 MO. DA.. ' IN. AGE 44 , 114 ' 'Footing, Line 1 between "Dt' ' 2 1 2050 (3360 60-day *Disc. 1/11/79 and "E".' Broadway #1 A-B-C. ' \ ) 2 /2 /79 Made by ThSD. 251 1/25, Column footing, Line "K'1 , 3 2650 1 ' . - . . at 6. Broadway #7 A-B-C. 'Made by TESD. 252 1/26 Footing, Line "B" at 5. 3k, 2250 Broadway #8 A-B-C. Made byTESD. F .FEB',' 7979r tAD '. CIT F C; (1) Broadway Department Stores, Attn: Kelly ,Towner (1) Associated Architects and Planners (1) Johnson and Nielsen Associates (1) E.W. Hahn, Inc. , ' ' ' ' ' - TESTING ENGINEERS. AN DIEGO (1) Mr. Les Farra ' . ' ' '' ' ' ' REVIEW , /1 . of Carlsbad (1) Pre-Mixed Concrete Company' THC:kh , . ' ' . ' ' '. ' . , T.H. Chapman, .E. #12882 DATE 1/22/79 REG. HRS. 4.0 0. T. HRS.. REINsP: HRS. INSPECTOR J.E. Hanssel DATE 1/23/79 REG. HRS. 4.0 O.T.HRS. REJNSP. HRS. INSPECTOR J.M. Lee DATE 1/24/79 REG. HRS. 5.5k 0. T. HRS. REINSP. HRS. INSPECTOR J.E. Hanssel DATE REG. HRS. 0. T. HRS. REINSP. HRS INSPECTOR '. FORM I PAGE I JP I Testing Engineers—San Diego fl 3467Kurtz$t., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 fJ 1903 West Vista Way, Unit B, Vista, California 92083 (714),758-3.730 PAGE 1 OF 2 LABORATORY NUMBER SD34-354 INSPECTION REPORT fi fi fl DATE Jan. 26, 1979 FILE: 572-2, Permit #78-6171, P.O. #SP-105364 INSPECTION OF Reinforced Concrete JOB: The Broada FABRICATOR OR ERECTOR Pitner and Zenor CONTRACTOR: E.W. Hahn, Inc. ADDRESS: 2559 El Camino Real, Carlsbad, California SHOP______ FIELD_XXX PLANT______ DATE REG. 'HRS. 0. T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: ASTMA615, Grade 40 and 60. ' ConcretéMix: PR-1040 (5.7 sks., 3000 psi). 1L85 1979 O CITY OF CARLSBAD BUIlding Department Inspected placement of reinforcing steel and witnessed placement of approximately 56 cubic yards of concrete in column spread footings on Lines "G-7", Line "H" from 3 to 4, and Line 7 at "H" and "K". Cast three test samples, marked Broadway -#3 A-B-C, at Line "G-7",. with 6" slump. Inspected evcavation of column footings on Line "F" from 6 to 9, Line "E" from 6 to 9, and Line "D" from 6 to 9, fi fi Witnessed placing •of approximately 63 cubic yards of concrete in grade beam on Line 9 from "H" to "G", and column pads on Line 9 from "F" to "H", Line, 8 at "F" and "C", and Line 6 and 7 at "F". Reinforcing steel and excavation had previously been inspected. Cast three test samples, marked Broadway #4 A-B-C, with 5" slump. lfl Inspected excavations and reinforcing placement and witnessed placement of approximately 160 cubic yards of concrete in wall and column footings on Line "C" from 8 to 10, Line 10 from "C" to "E", grade beam on Line 9 from "C" to "D", and column footings on Line "E" from 2 to 9, Line "D" from 5 to 9, and Line "C" from 5 to 7. Cast three test samples, marked Broadway #5 A-B-C, from Line 10 at "K", with 11" slump. Notified Superintendent of slump resu]. and_s ngg d -ä-l10 loddf concrete. Measured slump at 3" on fourth load. Cast three test samples, marked Broadway #6 A-B-C, at olumn footing fl"E-2" with 2-3/4" slump. fi fi fl fl fi fi fi fl FORM I JP Testing Engineers—San Diego AV '• . . . .. .. 3467KurtzSt,PO Box 80985, San Diego, Ca 92138 (714)225-9641 1' J' 1903 West Vista Way, Unit-B_ Vista, California 92083 (7.14) 758-3730 PA 5 2 'LABORATORY NUMBER, SD34-354 JOB: The Broadway . DATE 'Jan.'26, 1979 DATE 1/25/79 Inspected excavations and reinforcing 'steel placement and witnessed the REG. HRS. 3.0* placement of approximately 60 cubic yards of concrete in column footings O.T.HRS. '0.5 ' on Line "J" a't."2 and 8,' Line "D" at 4, Line "K" from 2 to 6, and "K" plus REINSP.HRS. . ' 13'-0" at 2;. wall footings on Line 2 between "J" and "K" plus 12'-0", and INSPECTOR ' . Line "K" from 3 to 6; and grade beam on Line "J" from 7.plus 5'-0" to 8. • Cast three test samples, marked Broadway #7 A-B-C, from column footing J.E. Hanssel "K-611, with 3" slump ' . , ..'. . ' '' . ' .', . , DATE ' . . '. ' •. REG HRS T HRS REINSP HRS. INSPECTOR Inspected excavations and reinforcing steel placement and witnessed the' DATE , ' '. 1/26/79 REG. HRS. 3.0* placement 'of approximately 68 cubic yards of, concrete in column footings . 0. T. HRS. 0.5 on Line "D" from 2 to 3, Line "C" from 2 to 4, Line "B" from, 2 to 6' REINSP.HRs. ' and in grade' beam on Line 6 from "A" plus 0-0" to "B". Cast three test INSPECTOR samples from footing "B-S", marked Broadway #8 A-B-C, with 31," slump DATE REG. HRS. ' . ' . . .•'" , O.T.HRS. ' . , .. , , , .• ••.' , REINSP. HRS. INSPECTOR DATE REG HRS T HRS REtNSP HRS INSPECTOR DATE REG HRS T HRS REINSP HRS INSPECTOR Hours prorated with other. work (1) Broadway Department Stores, Attn: Kelly Towner REPORTED To (1) Associated Architects & Planners ' • • • ,, • . . • ' ' -' (1) Johnson and Nielsen Associates (1) E.14. Hahn, Inc. . , , ' ' • (1) 'Mr. Les Farra ' • . ft,"7 TESTING ENGIN&S - SAN DIEGO '-_try City Building Inspection c' . REVIEWED • Department ' . • ' . THC kh T H Chapman, R E #12882 FORM PAGE JP Testing Engineers—San Diego I , 3467KurtzSt., P.O Box 80985, San Diego, Ca 92138 (714)225-9641 r i 1903 West Vista Way, Unit B, Vista, California' 92083. (714)758-3730 . LABORATORY NUMBER INSPECTION REPORT DATE SD34"-229 January 24, 1979 FILED #572-2, Permit #78-6171, P. 0. #SP 105364 INSPECTION OF Reinforced Concrete JOB The Broadway FABRICATOR OR ERECTOR Pitnor-Zenor CONTRACTOR E • W Hahn ADDRESS: 2559 El Camino Real, Carlsbad, California SHOP ' FIELD XXX PLANT'_'' DATE REG. HRS.' 0. T. HRS. REINSP. HRs. INSPECTOR DATE 1/17/79 Inspected the 'placement of reinforcing steel In column footing mats REG. HRS. 7.0* .. 'at "F" from 2 to 5, "C" from 2 to 62 and "H" from 2, to 6. O.T.HRS. , , Observed some mud on, several of the mat reinforcing steel; notified REINsp. HRS. superintendent who had it cleaned off before concrete was placed. INSPECTOR Observed the placement of approximately 120 cubic yards of concrete John E. Hanssel " in the column footings listed above. Cast set of samples from footing mat "G"-51 marked Broadway #2 A-B-C, with slump of 5-3/4". DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR ' . . . . d'E' 0 J4N2ir . DATE. REG. HRS. O.T.HRS. REINSP. HRS: INSPECTOR *Hours prorated with other work. ' Reinforcing Steel: ASTM A-615, CR 40 and 60 , Concrete Mix:' : 'PR-1040.(3000 psi, 5.7 sks)' REPORTED To:(1) Broadway Department Stores, Attn: Mr. Kelly Towner (1) Associated Architects & Planners ' (1) 'Johnson & Nielsen Associates . (1) E. W. Hahn, Inc. TESTING E!GINI (1) Mr. Les Farra . . ' REVIEWED e(-1+mQity off Carlsbad Building Inspection Department. ce~ THC:rh . ..• T. U Chapman, )LE. - SAN DIEGO FORM 10 JP f J Testing Engineers—San Diego .. .o 3467KUrtzSt, P0 Box80985 SanDiego Ca 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714)758-3730 FILE No. 572-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE.. Permit #78-6171, P.O. #SP-105364 JOB: The Broadway . . Mix No. _PR- 1040 SPEC; 28-DAY STR._(3000 P,S . . . . .. . S. . .. : ADDRESS: 2559 El Camino Real . . TYPE ______CEMENT 5.7' Scv SPEC. SLUMP ______IN. Carlsbad, California. . . . ADMIX. Pozz.344 and MBAE AGO. SIZE 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 TEST RESULTS MAILED C34 MO. DA. IN. AGE 149 1/17 Column rooting mat, Line •- .5-3/4 1800' . . . 1/25/79 . . . . "C" at 5. Broadway #2 A- B-C Made by TESD cY • .-' . JAN269 79 . #ITV.(p ••. But i(LSBADep8r ) trn. 1) Broadway Department Stores, Attn: Kelly Towner : • • . .. .. . . (1) Associated Architects and Planners .. • .. .. . (1) . Johnson and Nielsen Associates . . • •: (1) E.W. Hahn, Inc. . • • . TETING tENGI RS SA DIEGO. (1) Mr. Les Farra • • . . REVIE of Carlsbad (1) . Pre-Mixed Concrete Company THC:kh . . . . T.H. Chapman, [R. E. #12882 Q . - . FORM 1 PAGE t JP Testing Engineers—San Diego 4 3467KurtzSt P.O..Box 80985, San Diego Ca 92138 (714)225-9641 r I .1903 West Vista Way, Unit B, Vistth California.92083 (714) 758-3730 Page 1 o LABORATORY NUMBER . INSPECTION REPORT . . DATE SD34-86 January 11, 1979 FILE:. #572-2,,Permit #78.: 71, P.O. #SP 105364 . -'-INSPECTION OF Reinforced Concrete JOB The ,Broadway FABRICATOR OR ERECTOR Pitnor & Zenor CONTRACTORA W,. Ha hIL Inc. -' _ADDREsS: _2525 _ElCaminoReal,Carlsbad,California '' SHOP______ FIELD______ PLANT______ DATE Reinforcing Steel: ASTM A-615., Grade 40 and 60 ' JAN. 1 6 IS REG. HRs. ' '-.' . öncrete Mix.: , ' 33-264 (3000 psi, 5.4 sks) RNSPHRS CITY OF CARLSBAD INSPECTOR . .' ' -• ' . ' , , . . .' . '-. Building ç,artment. DATE 1/2/79 Inspected foundation excavations and reinforcing steel in grade beam on. REG. HRS 75* ' . Line 1 between "J" plus 13'-O" and "H". Noted elevation for top of pour O.T.HRS. ' , did not include top of grade beam. Discussed with superintendant; he REINSP.HRS. ' changed his plans and agreed to,fully encase the gradebeam in concrete INSPECTOR Le-_pour, but to bulkhead out at the column locations to allow for John E. Hanssel- ' placing precast columns. DATE 1/3/79 , .. Inspected placement of reinforcing steel in wall footings and column REG. HRS..55* spread footings on Line 1 from "C" to "H".. Condition occurred on Line O.T.HRS. , •-' 1 between "E" and "F" where it was impossible to place the first and REINSP.HRS.. - eighth jamb bar dowels because of interference with longitudinal bars - INSPECTOR ' , ' and beam stirrups. A call, to Mr. Steen Thompson of Structural. Engineers 'office resulted splice - with one #8 x 5'-0"..This shows on detail 10/S-10-and was accomplished. DATE Ins- peEed placement of reinforcing steel in wall footings and column - .REG. HRS. , spread footings on Line "K" from 3 to 4 plus 6'-0". 0. T. HRS. REINSP. HRS. INSPECTOR DATE 1/4 /79 REG. HRs.4.0 -, 0. T. HRS. , • V.. RE,NsP.HRS. INSPECTOR Inspected placement of reinforcing steel and anchor bolts in footings on ' ' - Line 10..from !'K". to,"H",. Line_ "HI. fr,om,10 -to ... 8,VVLine 8 :from,.."H" .to"K" plus 27'-, and 'column footing "J7"•' Observed the placement on approximately 88 cubic yards of concrete in - footings on Line 1 from "H" to "D", Line 10 from, "F" to "H", Line "H" from 8 to 10, Line 8 from "H" to "K" plus 27'-0", and column footing . FORM .JP Testing Engineers—San Diego 3467KurtzSt P.O.Box80985 San Diego, Ca 92138 (714)225-9641 J 1-903 West Vista Way, Unit B, Vista, California 92.083 (714).758-3730 . . Page 2 of 2 LABORATORY NUMBER SD34-86 . INSPECTION REPORT . DATE January 11, 1979 DATE at "J-7". Noted column footings on these Lines at "11-9" and "J-8" were .REG. HRS. . - not poured because grade beam steel had not been placed. Cast three O.T..HRS. . ... samples from footing on Line 1 between -I'D" and "E", marked "Broadway .. .• REINSP. HRS. . ..- . #].A-B-C, with slump of 2". . . . . .. . -. INSPECTOR Inspected placement of reinforcing steel and anchor bolts in wall and column footings on Line 10 from "K" to "H". DATE . . . . . . . . . . .. . ...- . - REG. HRS T HRS REINSP. HRS. . . . S . . .. . ... . . . . INSPECTOR . . . .. . •. .. . . . . . . S DATE RCIREG. HRS. O.T.HRs.- . . . . . . . - . .. . . •. . REINSP. -H PS.- . . . . . . . . . . . JAN 1 INSPECTOR 1979 .- .. .- Cj OF DATE LI!!di. -A AO T HRS REG. HRS. REINSP HRS. INSPECTOR DATE . • . . . .. . .• REG.. HRS. . . . .. . . . . 0. T. HRS. - . . . . . . . . . . . . .. . . . . REINSP HRS ~7 INSPECTOR S.. 5 . ,. .. . - . . . . . .... .. ., . DATE --. . -- - . .- . -. .- - - . •: -.. -.- ..-- .5 . ................ REG. HRS. . ... . . . .-. -S . . .. . . . .... O.T.HRS. - . . . - . . . . . . -.. . . . . . . • . . REINSP. HRS. - . .. - . • . . ... . . .. .- . . .. INSPECTOR S . . . . . *Hours prorated with other work. REPORTED To (1) Broadway Department Stores, Attn Mr. Kelly Towner (1) Associated Architects & Planners - (1) Johnson & Nielsen Associates S . . . .. . (l)_E. W. Hahan, Inc. . . . TESTING E GIN E S - SAN DIEGO (1) Mr. Les Farra . . . . . . . .. City of Carlsbad Building . - REVIE Inspection Department Tlic- / rh'- "- -- T. H. Chapmanj R.E. #12882 FORM 16 JP Testing Engineers —San Diego 4 4c 3467KurtzSt ,PO Box 80985 SanDiego Ca 92138 ,(714) 225-9641 r 1 1903 West Vista Way, Unit B,Vista, California 92083 (714) 758-3730 FILE No. 572-2, SUMMARY OF COMPRESSION TEST RESULTS PAG ONE Permit #78-i1-,--P7O.#Sp-105364 JOB: The Broadway2 . . Mix No. 33-264. SPEC. 28-DAY STR._3000 ADDRESS: 2559 El Camino Real : . TYPE CEMENT ScY SPEC. SLUMP 4 IN. Carlsbad, Carlsbad, California .. .. .. . . . . . . . . .. - . - . . . . ....ADMIX. Pozz. _344N AGG. SIZE IN. . . STORED & CURED. NOT TESTED YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH.PSI LAB NO. O. DATE OTHER C34 M DATE ASDTA LOCATION IN STRUCTURE SLUMP 7,DAY 28-DAY TEST . 1 RESULTS MAILED AGE 44 . 1/4 Footing, Line 1 between "D" . 2 .2050 . . . . . . . 1/11/79 and "E". Broadway #1 A-B-C. . . . .. . . . Made by TESD. . . . . ... .. . . .t . RFCEI VE) - _JAN 12 979 , CITY OF Build ng Drpa tment . 1(1) Broadway Department Stores, Attn: Kelly Towner . . . . (1) Associated Architects and Planners (1) Johnson and Nielsen Associates ........ . . . ... . . . . . . (1). E.W. Hahn, Inc. . . . . . TESTING ENGINEERS. ANbIEGo .. (1) Mr. Les Farra . . . . REVIEW . -tT) City of Carlsbad (1) Pre-Mixed Concrete Company TUC kh T H Chapman, !( E #12882 FORMI PAGE JP TestingEngineers —San Diego . . ..• I- EPE J 0 3467KurtzSt P0 Box 80985, San Diego, Ca.,92138 (714)225-9641 r J 1903 West Vista Way,. Unit B, Vista, California 92083.(7.14)758-3.730. . . LABORATORY NUMBER. SD33 -4750 INSPECTION REPORT .; DATE December 29, 1978 FILE: #572-2, Permit #78-6171, P.O. #SP 105364 INSPECTION OF Foundation JOB: The Broadway . S . . FABRICATOR OR ERECTOR: E.W.. Hahn, Inc. CONTRACTOR E W Hahn, Inc 2559. El Camino Real ...... . S., .• . . . .. . . ADDRESS: Carlsbad, California .. . . . . S . . SHOP_______ FIELD XX . PLANT ' DATE Reinforcing Steel ASTM A615, Grade 60 REG. HRS. . Concrete: . .. .. 3000 psi. . . . T HRS REINSP HRS INSPECTOR Inspected trench of foundation for soundness of soil and cleanup.from DATE 12 /28/78 REG. HRS 2.0* Line 6 at "K" to "H", on Line 1 to pier between "A" and "B" O.T.HRS. . . . . . . . . S.. ,•. . .. 5,4 E1 S .. . 'P H . . . . . . . . . S ... . . . . . ... .. . . S , . .. . 1INSPECTOR . S. . S. '.• ' 'James N. Lee . .5 .. . . . . . . . . . . . . ATE REci. HRS. O.T.HRS. : . .5 . . JAN 9 1979. . REINSP. HRS. . . . . INSPECTOR . . S. . . . .. . OF CARLSBAD 8WId ...... . . . DATE REG.- HRS T HRS REINSP Hs INSPECTOR DATE REG. HRS.' 0. T. FIRS. REINSP. HRS. . . . . . . . . . . . . . . . . . . . . . INSPECTOR 55. . . . . . .• . . . 55 55 . . . *Hours prorated with other work. . .. . . .. . . REPORTED TO: . . .. . . . . . . . 5. . . .. . .5 . .' - . . .' . (1) Broadway Dept. Stores (1) Associated Architects & Planners .' . (1) Johnson & Nielsen Associates (1) E.W.Hahn, Inc. ; . . TESTING ENGIN (1) Mr. Les Farra .(lC'i't' of Carlsbad THC -a-m . . . . . . . . . ." T "I - ----------. 1rLu _ k Testing Engiñeers—Sàn Diego 3467KurtzSt PO -Box 8d985, San Diego, Ca 92138 (714)225-9641 —J 1903 West Vista Way,UnitB, Vista, California 92083 (714) 758-3730 January 82 1979 \ty of Carlsbad Building -Inspection Dept. T 1200 Elm Avenue Carfsbad, California, 92008 0 Project The Broadway. - Permit #78-6171 Plaza Camino Real Carlsbad, California 0 - Gentlemen: Our firm-has been assigned to perform the testing -and inspection on the above mentioned project. Accordingto our instructions, we are to perform the following inspections: : Yes Reinforced Concrete ;- •0 No Prestressed Concrete 0 Yes Reinfo.ced Masonry 0 Yes StructuralSteel Assembly. 0 No Nondestructive Testing Sinceiely, 0 - 0 • TESTING ENG INEERS-SAN D EGO GO eland. A.. S Assistant Manager lAs am :0 -•• 0 - 0 • - :0 -- •. • REC JAN 9:1979 '• 0 0 •: OF CARLSBAD • - 0 •Building Dartment - 0