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HomeMy WebLinkAbout3325; EL CAMINO REAL IMPROVEMENTS; REPORT OF COMPRESSION TESTS; 1991-04-26SOUTHERN CALIFORNIA. SOIL AND TESTING, NC;.' 6280 PIVERDALE STREET-P.O. BOX 20627. SAN-DIEGO, CALIF O R N I A 9 2 1 2 0 ( 6 1 S ) 2 8 0 - 4 3 2 1 678 ENTERPRISE STREET. ESCONOIDO, CALIFORNIA 920 2 5 ( 6 1 9 ) 7 4 6 - 4 5 4 4 - - - S - - REPORT OF COMPRESSION TESTS FILE NIJr.'iep: 9021088 - DATE April 26, 1991 ASTM (C39) CONCRETE' Joe:• El Camino Real Improvements - . . OMORTR ADDRESS: Carlsbad - ' - ,, - OGROUT OWNER: . - - - 0 GUNITE ARCHITECT: ENGINEER: CONTRACTOR: American Concrete/ABC Construction LOCATION IN IN STRUCTURE: B-i Curb - Sta. 101+25 - - CEMENT. Portland II ' -. - , .,• . - ADMIXTURE: SAND: Escondido Ready Mix POCK - Escondido Ready Mix' MIX NO. OR PROPORTIONS: 560-C-3250 - - ' - - TIME IN MIXER MINUTES.:, 80 SLUMP INCHES: - ' '2-1/2 ' FABRICATED BY: SA TRUCK NO: 541 - - TICKET NO: 1297505 - ested by: DJ L'ABORATORY No: 1384 1385- . ' 1386. .1387 MARK: - A DATE MADE. - - - DATE RECEIVED: 4-25-91 DATE TESTED: DIMETEP- INCHES, - 6.00 - - - i AREA. SO. INCHES: .. 28.27 •- -- ' - MAXIMUM LOAD LBS.: - 61,000 COMPRESSIVE STR., PSI: 16 10 •- "'; '' - ' _5_•,S AGE TESTED. DAYS REDO PSI AT 2B DAYS: 3,250 UNIT 'AFT/CU FT (PLASTI(::): DISTRIBUTION: '(3) City of Carlsbad (1) SCS&T,.Escondido - (I) Escondido Ready Mix - 64 - - ½ONO - . DUTHERN CALIFORNIA ?SOIL AND,TESTING, INC. - - REVIEWED BY: zz~ ifr Michael B. Wheeler, R.C.E. #45358 -- S .5- - SOUTHERN CALIFORNIA SOIL & TESTiNG, INC. l'o 747 5 6280 R1VERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA 92160 (619) 280-4321 ENTERPRISE STREET, ESCONDIDO, CA 92025, (619) 7464544 COMPRESSIVE STRENGTH TEST REPORT FILE NUMBER 9021088 DATE May 24, 1991 ill CONCRETE (ASTM C39) PROJECT TITLE El Camino Real Improvement LJ MORTAR (UBC2422) PROJECT LOCATION Carlbad E GROUT (ASTMC1O19) ARCHITECT E PRISMS (ASTM E447) ENGINEER PERMIT No. CONTRACTOR Progressive Concrete Incorp PLAN FILE No LOCATION IN STRUCTURE Center Median; -El Caminà'Real - Station 111+00 MATERIAL SUPPLIER CalMat ADMIXTURE(S) MIX DESIGNATION P-Thintop TIME IN MIXER MINUTES 65 SLUMP INCHES 4 SAMPLES FABRICATED BY SA SAMPLES TESTED BY DJ - TRUCK No. 4112 TICKET No. 588419 LABORATORY No. , 2284 2285 2286 2287 MARK - DATE MADE 5-17-91 - DATE RECEIVED 5-20-91 DATE TESTED 5-24-91 5-31-91 DIAMETER INCHES 6.00. AREA SQUARE INCHES 28.27 MAXIMUM LOAD, LBS -: COMPRESSIVE STRENGTH, PSI 1 ,920 2,430 AGE TESTED DAYS 7 14 REQUIRED 28 DAY STRENGTH, PSI 3,250 UNIT WT./CU. FT. (PLASTIC) DISTRIBUTION (3) City of Carlsbad (1) SCS&T, Escondido ,Z516lie SOUThERN CALIFORNIA SOIL & TESTING, INC. 103 \\ 'REVIEWED BY: W,L2'6a!,t1/ \ . Michael B. Wheeler, R.C.E. #45358 - SOUTHERN CALIFORNIA. SOIL AND TESTING, INC. 6280 RIVEROALE STREET. P.O. BOX 20627. SAN DIEGO. CALIFO R N I A 9 2 1 2 0 ( 6 1 9 ) 2 8 0 - 4 3 2 1 678 ENTERPRISE STREET. ESCONDIDO, CALIFORNIA 92025 (619) 746-4 5 4 4 '. REPORT OF COMPRESSION TESTS FILE NUMBER: 9021088 . - DATE April 26, 1991 ' ASTM (C39) X1 CONCRETE El Camino Real Improvements 0M0RTR ADDRESS: Carlsbad' • - . '' - 0 GROUT OWNER: -. - ' OGUNITE ARCHITECT 0 ENGINEER: CONTRACTOR: American Concrete/ABC Construction -- , -. LOCATION IN STRUCTURE B-i Curb - Sta. 101+25 CEMENT.Portland II ADMIXTURE SAND Escondido Ready Mix - ROCK . . Escondido Ready Mix- MIX NO, OR PROPORTIONS: 560-C-3250- TIME IN MIXER MINUTES 80 SLUMP INCHES:'2-1/2 FABRICATED BY.: SA -TRUCK NO:' 541 * . TICKET 'NO: 1297505' Tested by DJ •. ________ ________ ________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - LABORATORY NO: .: 1384 - •' 1385 1386 1.387 ' MARK:- A DATE MADE 4-19-91 Discarded DATE RECEIVED: 4-25-91 DATE TESTED: 4-26-91 5-17-91 5-17-91 OISMETFR INCHES 6.00 - AREA; 50 INCHES.28.27 MAXIMUM LOAD. LBS.: 61,000 - 104500: 103,000 .. COMPRESSIVE STR PSI.:.-2,160 3ç7O0- 3,540 AGE TESTED DAYS' ., 7 .- 28 - 28 REQ 0 P51 AT 28 DAYS 3 250 UNIT WT/CU FT (PLASTIC ) : - DISTRIBUTION (3) City of Carlsbad (1) SCS&T, Escondido - (1) Escondido Ready Mix 324 "\ SOUTHERN CALIFORNIA RAY, 991' . SOIL ANO'TESTING, INC. REMM 7gr./cond C0 REV I E WED BY b0168L9 Micha"el B Wheeler, R.C.E. #45358