The URL can be used to link to this page

Home My WebLink About3079; POINSETTIA LN BRIDGE CONSTRUCTION; LAB RESULTS;Testing Engineers -San Diego w 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248 A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 PHYSICAL PROPERTIES OF SOILS & AGGREGATES LABORATORY REPORT Client Southcoast Asphalt Products P.O. Box 1008 ,Carlsbad, CA 92008 Job No. 2687 Lab No. SD85-599 Date of Report 3/12/85 Project Southcoast Asphalt — Certificaiton Location Carlsbad ' Sampled by F.A. TESD Date 3/1/85 Type of Material - CL. II Aggregate Submitted by F.A. TESD 'Date .3/l/85 Source of Material Southcoast A.C. Location Sampled Southcoast Plant* 4z;-- A-I~Cic AqTM rl IA- Sieve Size % Passin T Accumulative -SpeciFication 4 - V 2- 3/4" 3/8" No. 4 16 30 50 100 200 Aa Durability Index. Fine=49 Coarse=78 Cal Test=229 * Specification Data/Comments Tacf- qf-n-4nvAc m~a AqTM tinlpqq nthprwicp nntpd Test Result 'Specification TEST STU Fineness Modulus C125- Organic Impurities C40 Resistance To Abrasion % Weer. rev. C131- Grading % Wear. 500 rev. 18% % Wear. rev. C535- Grading % Wear. J000 rev. Fractured Faces % by wt/cnt Liquid Limit/Plasticity Index 0424- Cleanness Value CaliF 227- Send Equivalent Value CaliF 217- Resistance "R" Value 83 CaliF 301- Moisture Density Relations Max Dry Oensity.PcF. 0 05ge- 0 01557- 0 AASHTO T99- 0 AASHTO T180- Optimum Moisture. % Method .SpeciFic Gravity L. Absorption. % 0 C127- 0 C128- Bulk (Dry) Bulk (SSO) Apparent Conforms to APWA Green Book Specifications (1982) for aggregate base material, % wear, "R" Value, and Durability Index Tesling Engineers--San Diego Reviewed by:- WJD:je Will idm"' J. DeBerry, R. C'. E. "Yt34545 Sipvp Annlvcic ARTM rllA- Siev siz: % Passing Accumulative Specification 4 - 3" 2- 100 100 3/4" 94 90-100 83 3/8" 69 No. 4 48 35-55 8 35 ~16 25 30 19 lo-In 50 14 1.00 11 200 1 8 1 2-9 Testing Engineers—San Diego 3467 Kurtz St., PO. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730 PHYSICAL PROPERTIES OF SOILS & AGGREGATES LABORATORY REPORT Client Job No. South Coast Asphalt'.. Lab No. P.O. Box 1008 Date of Carlsbad, CA 92083 '2687 . 085-160 Report 3/4/85 Project South Coast Asiphalt,. SerrLi Annual Testing Location' Plant Sampled by K. Rowe 2/27/85 r. Date Type of Material ' Class II Base Rock Material Submitted by K. Pnwe Date 2/28/85 Source of Material Location Sampled Stockpile * Specification Data/Comments Tpq'r Stnridn,rdc Arp AqTM vinlpcc e%thd-r-wica nnrael Test Result 'SpeciFicati6ti TEST STU Fineness Modulus C125- Organic Impurities C40- Resistance To Abrasion % Wear. rev. C131- Grading % Wear. 500 rev. % Wear. rev. C535- Grading % Water. 1000 rev. Fractured Faces % by wt/cnt Liquid Limit/Plasticity Index 0424- Cleanness Value Calif 227- Send Equivalent Value 36 22 Calif 217- Resistance "R" Value calif 301- Moisture 0 ensity Relations Max Dry Oensity.pcf. 0 05ge- 0 01557- 0 AASHTO T99- 0 AASHTC? T!00- Optimum Moisture. % Method Specific Gravity Absorption. % 0 C127- 0 C128- Bulk (Dry) Bulk (SSO) Apparent Testing Epgineers--San Diego ReV7 CN" Testing Engineers— .0 Diego 3467 Kurtz Street, P.O. Box EIG-53, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 2 0 1 fOB NO:- 3262 C () 1IR 1 1,3, !1 ") Y.) 11 N D E** I'll' DISTRIBUTED TO: j66 NAME: POINSETTIA LANE BRIDGE, KTT I" F) (4 'T E, N P E.* Z 04 'T. R CITY~ OF CARLSW EING. DEPT, JOB ADDiESS: 1 2 0 ()'- E-A-M PiVE"NIJI::* KEkCHEVAL & ASSOCIATES, INC. CARLSBAD, CA 921,08 C, (1 iR L-5 B A D , Cl' t.) 9 0 0 B TESTING ENGINEERS-SAN DIEGO NNE-MIXE D CONCRETE CGM?ANY ENGINEER: William j, Dehrrb R.C.E.- *34545 TM.Chapmanj R.C.E. IEPORT NO: 2771 CONCRETE COHHESSION TEST DATE: 04/05i65 CYL UN WT AGE@ 51RENGTH PSI DATE OF MIX DESIGN SLUR MADE TIK IN; TIhE OF CYL IHIS' TEMP LOAD PLANT DIAH &I It YX - FCF TEST TEST DESIGN -POUR DESIGNATION INCH BY MIXER DAY SETINARK F INW. CODE INCH 3066 63/06/03 51 4216 0 4 6 0 G 3/610 0 - 6 64 6 20694 7 3507 LOCATIGN 114 STRUClURE: CARLSBAD, CA. 20695 26 435-1 v" COMPLIANCE: 28 DAY TEST COMPLIES WITH SPECIFICATIO?ls.",-, 20696 66 RECEIVED' APP, 18 1985 CITY OF CARLSBAD ENGINEERING DEPARYMMT 'FACE NO; I Testing Engineers—'-_ Diego 3467 Kurtz Street, P.O. Box ~05, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 IF 3 0 -19 JOB NO: 3262 C'I TY C) F C A R I.. S B A D E N G D 1:—:'P T DISTRIBUTED TO: JOB NAME: POINSETTIA LANE BRIDGE (i T T E PAT ENPEZAIR CITY Orr CARLSiAD ENG, DEPT, jOB_ ADDRESS: 1200 El..M AVENLJE KERCHEVAL & ASSOCIATES, INC. CARLSBAD,- CA 92008 C A R I (,:;BAD, CA 92008 TESTING ENGINEERS—SAN DIEGO ENGINEER: Roy E. Moore, R,C,E. T.H,Chlapman, R.C.E. REPORT NO: 2975 CONCRETE COMPRESSION TEST DATE; 04/19/85 CYL Oil WT AGEE STRENGTH PSI DATE OF - MIX DESIGN SLUMP MADE TIKE IN TIME OF CYL THIS TEMP LOAD PLANT DIAM NMBR PCF TEST TEST DESIGN POUR DESIGNATION INCH BY MIXER DAY -SET/MARK F NMBR CODE INCH 3000 03/26/85 6 SACK 6.5 G 8 -:20 3/03 0 2 0 6 20898 7 2335 LOCATION IN STRUCTURE: POINSETTIA LANE AND SANTA FE RAILROAD- AA041!j&* # 20899 28 390 COMPLIANCE: 28 DAY TEST COMPLIES WITH SPECIFICATIONS, 20900 60 0 REC EIVED ly, iy 21985 CITY OF CARL - SBAD ENGINEERING DEPARTMENT PAGE NO Testing Engineers- Diego 3467 Kurtz Street, P.O. Box8'*j San Diego CA 92138.(619) 225-9641 2948 Industry, St'.,'Unit B, Oceanside, CA.92054 (619) 758-3730 2 A -CTTY~~(W~Cj AMILLS--MA~X-)--E-NO—, -6 EPT, I C-- AR 3AD CA 0 [Nnflm it 0 IXED NCRETE'COMPVNY-7-- WSW-. koy E. Moore, WE: 04/ L a WT AG @ SIREN TH F— MADE DIAH------- I - — — 9 1— — - ---- CODE -WCH- ~T-AG 13 R 2370 p Aly-of=(ARLSBAD— EE ::T U'RUICI T i CT 04,13 (IfAtl 0."11 ;I(j Y J CW : TJFA S 3 76 Yil 5il V'~Dclw_;3 TIAC11 T TA IOWA _41U Ai~'_ E 11~ J i si"., Bjz_.,~ PQ '045EIR." 3 osAjEd).R.T (siccO .3 joP Ah, 3 ZZV.; IM 3JR,`3iqhW TK,..ji !~..Jj _11HT Z LIT T11T 5-144 Viii ~;?31 Ile la 5 rt, 0 0 FrW.W F13A N V, J io, I ka 3 Aot~h\j-? fru 'rlk 1 h i - hAl k~vl ~Qs N I i1i I Z 4. 4 I'll \ E I \ E 0 Has hjXt VEA I folt 1RO0JiTr"' Of 01TAMI T J E I Z~'OT41303;2 -Mlo 23I.AiLl MT tA; GS i-_-,YAA1Jri153 ~31Z x u 11 r Testing Engineers —8& Diego AnF3467 Kurtz Street, P.O. Box 8MWj, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (_619) 758-3730 r--'fe" .f 10-79 4 0 JOB NO: 3262 C(-)IRI SB(.)I) EN(:*, Dl:-:.1:1-1' DISTRIBUiEO TO- JOB NAME: POINSETTIA LANE BRIDGE (A 1"T E* 1:1(iT E*~4PEVi**[i? CITY OF CARLSBAD ENG. DEPT, JOB ADDRESS-: 120() EIJM ()V1:_:'N',jE*. KERCHEVAL & ASSOCIATES, INC. -CARLSBAD,ICA - 92008 - Gf)~R 1-13 BAD ~ C-0) 92608 TESTING ENGINEERS-SAN DIEGO PRE-MIXED CONCRETE COMPANY ENGINEER: William J. Deperry, O'Cl-E. t34545 T.H,Chapman, R C.E. REPORT NO: '269? CONCRETE COMPRESSION TEST DATE: 63/2VG5 CYL UN WT A&Ei STRENGTH PSI DATE -OF - KX DESIG14 SLUMP ~ADE TI1,E IN' TI~E OF 'CYL TKS~ TEVIP LOAD PLANT DIAM N n1R FCF TEST _tEST___DESIGN POJR__ 1ESIGNATION 1 NIC H BY MIXER DAY SET/MARK F NMBR CODE INCH 3560 02/15/85 51-2101 4 6 0 :00 3/00 0 0 64 6 20566 7 3378 LOCATION IN STRUCTURE: FOOTING ALUT It SLOPE PAVEMENT 20567 2a 3673 COMPLIANCE: 28 DAY TEST COMPLIES NITH SPECIFICATIONS. 20568 60 0 3000 02/20/85 5 0 0 0 iOO- 2/00 0 0 66 6 2a614 7 3377 LOCATION IN STRUCTURE: THIS IS A 9UNIIE TEST SAHIPLE CAST IN A CYLINDER NLD 20615 , 28 3502 COMPLIANCE: 28 DAY TEST COMPLIES WITH SPECIFICATIONS, r Testing Engineers—SIMiego 1 '9 Arr467 Kurtz Street, P.O. Box 80MVSan Diego CA 92138 (619) 225-9641 1p 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 2 0 -2 JOB NO: 3262 I'Y 0 1:7 (-i 1R I SB(41) ENG DE-Dj-l -C,". IC DISTRIBUTED TO: JOB NAME: POINSETTIA LANE BRIDGE (-I 'T E* PA'T 1:-Nr-11:-:'ZA1R - KERCHEVAL & ASSOCIATES, INC, JOB ADDRESS: 1 2 0 0 E-* I - M A V I'--- L J 1: TESTING ENGINEERS-SAN DIEGO CARLSBAD, CA 72009 CARI D i -) D , C 92008 CITY OF CARLSBAD ENG, DEPT. ENGINEER: William J. DeBerry, R.C,E. *34545 T,H,Chapman, R.C,E, REPORT N 0, 2117 CONCRETE CRIPRESSION TEST DATE:- 02/08/85 CYL UN WT AGE@ STRENGTH PSI DATE OF MIX DESIGN SLUMP MADE TIME IN TIME OF CYL THIS TEMP -LOAD - PLANT DIAN HHBR PCF IEST IEST DESIGN POUR DESIGNATION INCH BY MIXER DAY ~- IET/KARK F HHBR CODE INCH 5000 12/03/84 0 0 0 0 4/00 0 0 0 6 210514 67 6720 LOCATION IN-STRUCTURE: -- 20515 67 6526 COMPLIANCE-: 677DAY -IEST COMPLIES U I TH SPECIFICATIONS. -20516 67 0 20517 67 - 0 FORM 16 JP Testing Engineers -San Diego A Division of United States Testing Company, Inc. 1,7wLl/ 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2.948 Industry Street, Suite B, Oceanside, Ca. 92054.(619) 757-0248 FILE No. — 1969 - SUMMARY OF COMPRESSION TEST RESULTS PAGE One SPECIFIED JOB: Poinsettia-Lane Bridge MATERIAL: C-Unitp- 28-DAY STR.: ----3MJD—PS1 PROPORTIONS/Mix No.: ADDRESS: Carlsbad, California TYPE: C EM ENT: SPEC. SLUMP: —IN. YEAR: 1985 ADMIXTURE: AGG. SIZE: —IN. *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE --_ — , - , I OTHER LAB. NO. I DATE . I CAST LOCATION IN STRUCTURE SLUMP - 7-C I MAILED~ TEST RESULTS MO.DA IN. AGE 20629 02/25 Poinsettia Lane bridge and 3184 1 3573 1 60 1 Disc.1 04/02/85 20630 Santa Fe tracks - made by 20631 Contractor RECEIVED. APRO 41985 CITY OF CARLSBAD ENGINEERING DEPARTMENT, (1) Kercheval & Assoc., Inc. (1) City of Carlsbad Building Inspection Dept. ,ATTN: Pat Enpezair THC: np TESTING EN ERS. S EGO REVIEWED 13 Thomas H. Chaofan, R.C.E.