HomeMy WebLinkAbout3466; OLIVENHAIN RD WIDENING & REALIGNMENT; CONCRETE TEST REPORTS 1997; 1997-08-29LAW/CRANDALL
' 9177 Sky Park Ct. San Diego, CA 92123 (619) 2783_1
i
CONCRETE TEST REPORT I ,4GLLR1_NG._;_QEPATMNT
CLIENT: City of Carlsbad DATE: 08/29/97
PROJECT: Olivenhain Road Widening PO#22739 JOB NO: 41.50396.10
Carlsbad, Ca.
LAB NO: 30819
MIX ID: CLASS "A"
SPECIFIED STRENGTH: 3 , 250 PSI
MIX DESC: Concrete
FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED)
DATESAMPLED: 07/31/97 BY: K. Brickley SLUMP, INCHES: 3 1/2
TIME BATCHED: SAMPLED: 11: 30 AIR, PERCENT: N. I.
BATCH PLANT: Palomar, Oceanside UNIT WEIGHT, PCF: N. I.
TRUCKJTICKET: 708/765021DATE RECEIVED: 08/04/97 MIX/AIRTEMP, °F: 82
COMPRESSION TEST RESULTS
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
(SQ. IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX LOAD
(LBS.)
COMP. STRENGTH
(PSI)
FRACTURE
TYPE
1 6.00 28.27 08/05/97 5 84,500 2,990 A
2 6.00 28.27 08/05/97 5 86,000 3,040 A
3 6.00 28.27 08/07/97 7 67,560 2,390 A
4 6.00 28.27 08/07/97 7 106,000 3,750 A
5 6.00 28.27 08/28/97 28 126,000 4,460 A
6 6.00 28.27 08/28/97 28 125,500 4,440 A
UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS: C39, C138, C143, C173, C1064
DENOTES CURED IN FIELD <<< DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY LETTER: (A) CONE (B) CONE & SPLIT (C) CONE & SHEAR (0)SHEAR (E) COLUMNAR
POUR LOCATION: Retaining Walls spill way -North wall 2nd lift
REMARKS:
DISTRIBUTION:
City of Carlsbad (2C,2B,2D)
RESPECTFULLY SUBMITTED
*ip3hen. Poole, RICE #40219
Ci
9 LAW/CRANDALL
9177 Sky Park Ct. San Diego, CA 92123 (619) 278-3600
CONCRETE TEST REPORT
CLIENT: City of Carlsbad
PROJECT: Olivenhain Road Widening PO#22739
Carlsbad, Ca.
MIX ID: 103207
DATE: 08/20/97
JOBNO: 41.50396.10
LAB NO: 30791
SPECIFIED STRENGTH: 3 , 250 PSI
MIX DESC:Concrté
FIELD INFORMATION
DATESAMPLED: 07/23/97 BY: R. Salisbury.
TIME BATCHED: SAMPLED: 12:45
BATCH PLANT: PalOmar/Oceanside UNIT WEIGHT, PCF:
TRUCKIHCKET: 59/763132 DATE RECEIVED: N. I.. MIX/AIR TEMP, OF:
COMPRESSION TEST RESULTS
SLUMP, INCHES:
AIR, PERCENT:
FIELD TESTS
(ACTUAL)
4 1/2
N. I.
N. I.
85
(SPECIFIED)
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
($Q. IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX LOAD
(LBS.)
COMP. STRENGTH
(PSI)
FRACTURE
TYPE
1 6.00 28.27 07/28/97 5 72,500 2,560 A
2 6.00 28.27 07/28/97 5 72,500 2,560 A
3 6.00 28.27 07/30/97 7 82,500 2,920 A
4 6.00 28.27 08/20/97 28 116,000 4,100. A
5 6.00 28.27 08/20/97. 28 114,250 4,040 A
6 RESERVE
UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS: C39, C138, C143, C173, C1064
DENOTES CURED IN FIELD <c < DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY LETTER: (A) CONE (B) CONE & SPLIT (C) CONE & SHEAR (D)SHEAR (E) COLUMNAR
POUR LOCATION: Retaining wall for detention basin
REMARKS: Sampled at 9.5 cubic yards
7 gallons of water added
Discard cylinder #6
DISTRIBUTION:
City of Carlsbad (2C,2B,2D)
RESPECTFULLY SUBMITTED
4Stphe4nM. Poole, RICE #40219
LAW/C RAN DALL
9177 Sky Park Ct. San Diego, CA 92123 (619) 278-3600
CONCRETE TEST REPORT
CLIENT: City of Carlsbad DATE: 08/12/97
PROJECT: Olivenhain Road Widening jPQ#2 5 iQQ7 JOB NO: 41.50396.10
Carlsbad, Ca. 0 01 ] I LAB NO: 30819
MIX ID: CLASS "A" LCITY OF ;,I D
IEERNG DEPP EëiñED STRENGTH: 3, 250 PSI
MIX DESC: Concrete
FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED)
DATE SAMPLED: 07/31/97 BY: K. Brickley, SLUMP, INCHES, 3 1/2
TIME BATCHED: SAMPLED: 11 : 30 AIR, PERCENT: N. I.
BATCH PLANT: Palomar, Oceanside UNIT WEIGHT, PCF: N. I.
TRUCK/TICKET: 708/76502 1DATE RECEIVED: 08/04/97 MIX/AIR TEMP, °F: 82
COMPRESSION TEST RESULTS
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
(SQ. IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX LOAD
(LBS.)
COMP. STRENGTH
(PSI)
FRACTURE
TYPE
1 6.00 28.27 08/05/97 5 84,500 2,990 A
2 6.00 28.21 08/05/97 5 86,000 3,040 A
3 6.00 28.27 08/07/97 7 67,560 2,390
4 6.00 28.27 08/07/97 7 106,000 3,750 A
5 6.00 28.27 08/28/97 28
6 6.00 28.27 08/28/97 28
UNLS O[HHWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS: C39, C138, C143, C173, C1064
DENOTES CURED IN FIELD <<c DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY LETTER: (A) CONE (B) CONE & SPLIT (C) CONE & SHEAR (D)SHEAR (E) COLUMNAR
POUR LOCATION: Retaining Walls spill way -North wall 2nd lift
REMARKS:
DISTRIBUTION:
City of Carlsbad (2C,2B,2D)
RESPECTFULLY SUBMITTED
•
St pphen M. Poole, RCE #40219
Co
LAW/C RAN DALL
9177 Sky Park Ct. San Diego, CA 92123 (619) 278-3600
CONCRETETESTREPORT
CLIENT: City of Carlsbad DATE: 08/05/97
PROJECT: Olivenhain Road Widening PO#22739 JOB NO: 41.50396.10
Carlsbad, Ca. ,! /
LAB NO; 30819
MIX ID: CLASS "A" ) 1SPECIFIED STRENGTH: 3, 250 PSI
MIX DESC: Concrete
FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED)
DATE SAMPLED: 07/31/97 BY: K. Brickley SLUMP, INCHES: 3 1/2
TIME BATCHED: SAMPLED: ii : 30 AIR, PERCENT: N. I.
BATCH PLANT: Palomar, Oceanside UNIT WEIGHT, PCF: N. I.
TRUCK/TICKET: 708/765021DATE RECEIVED: 08/04/97 MIX/AIR TEMP. °F: 82
COMPRESSION TEST RESULTS
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
(SQ. IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX LOAD
(LBS.)
COMP. STRENGTH
(PS))
FRACTURE
TYPE
1 6.00 28.27 08/05/97 5 84,500 2,990 A
2 6.00 28.27 08/05/97 5 86,000 3,040 A
3 6.00 28.27 08/07/97 7
4 6.00 28.27 08/07/97 7
5 6.00 28.27 08/28/97 28
6 6.00 28.27 08/28/97 28
UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS: C39, C138, C143, C173, C1064 DENOTES CURED IN FIELD <<< DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE is INDICATED BY LETTER: (A) CONE (8) CONE & SPLIT (C) CONE & SHEAR (D)SHEAR (E) COLUMNAR
POUR LOCATION: Retaining Walls spill way -North wall 2nd lift
REMARKS:
DISTRIBUTION:
City of Carlsbad (2C,2B,2D)
RESPECTFULLY SUBMITTED
St khenM.Poole, RCE #40219
C3
LAW/C RAN DALL%
9177 Sky Park Ct. San Diego, CA 92123 (619)'278-3600
4, N
CONCRETE TEST REPORT'
- / \J•
City of Carlsbad DATE: 08/04/97
PROJECT: Olivenhain Road Widening PO#22739 "S /JOBNO: 41.50396.10
Carlsbad, Ca. \: /
MIX ID: 103207
LABNO: 30791
SPECIFIED STRENGTH: 3, 250 PSI
MIX DESC:Concrete
FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED)
DATE SAMPLED: 07/23/97 BY: R. Salisbury SLUMP, INCHES: 4 1/2
TIME BATCHED: SAMPLED: 12 : 45 AIR, PERCENT: N. I.
BATCH PLANT: Palomar/Oceanside UNIT WEIGHT, PCF: N. I.
TRUCKITICKET: 59/763132 DATE RECEIVED: N. I. MIXIAIR TEMP, OF: 85
COMPRESSION TEST RESULTS
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
(SQ. IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX LOAD
(LBS.)
COMP. STRENGTH
(PSI)
FRACTURE
TYPE
1 6.00 28.27 07/28/97 5 72,500 2,560 A
2 6.00 28.27 07/28/97 5 72,500 2,560 A 3 6.00 28.27 07/30/97 7 82,500 2,920 A 4 6.00 28.27 08/20/97 28
5 6.00 28.27 08/20/97 28 6 RESERVE
UNtkSS U1!1EHW1S INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WFIH THE FOLLOWING ASTM TEST METHODS: C39, C138, C143, C173, C1064
DENOTES CURED IN FIELD <<<DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY LETTER. A) CONE (B) CONE & SPUT (C) CONE & SHEAR (B)SHEAR (E) COLUMNAR
POUR LOCATION: Retaining wall for detention basin
REMARKS: Sampled at 9.5 cubic yards
7. gallons of water added
DISTRIBUTION:
City of Carlsbad (2C,2B,2D)
RESPECTFULLY SUBMITTED
4Stphen M. Poole, RICE #40219
CLIENT:
LAW/CRANDAL'L\ AN
9177 Sky Park Ct. San Diego, CA 92123 (61-9)278-3600
CONCRETE TEST REPORT'/
CLIENT: City of Carlsbad
. >DATE: 07/22/97
PROJECT: 0livenhan Road Widening P0*22739 JOB: 41.50396.10
Carlsbad, Ca. /4
LAB NO: 30684 MIX ID: 204002
SPECIFIED STRENGTH: 3, 250 PSI MIX DESC:CONCRETE
FIELD INFORMATION . FIELD TESTS.
(ACTUAL) (SPECIFIED)
DATESAMPLED: 06/19/97 BY: K. Brickley SLUMP, INCHES: 3 3/4
TIME BATCHED: SAMPLED: 10 : 30 AIR, PERCENT: N. I.
BATCH PLANT: Palomar/Oceanside UNIT WEIGHT, PCF: N. I.
TRUCK[rICKET: 558/7563060ATE RECEWED: N. I. MDJAJRTEMP, °F: 84
COMPRESSION TEST RESULTS
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
(SQ. IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX LOAD
(LBS.)
COMP. STRENGTH
(PSI)
FRACTURE
TYPE
1 6.00 28.27 06/26/97 7 107,500 3,800 A 2 6.00 28.27 06/26/97 7 106,500 3,770 A 3 6.00 28.27 06/30/97 11 . 110,000 3,890 A 4 6.00 28.27 06/30/97 11 117,500 4,160 A 5 6.00 28.27 07/17/97 28 130,000 4,600 A 6 6.00 28.27 07/17/97 28 133,000 4,700 A
7 RESERVE
8 RESERVE
UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WiTh THE FOLLOWING ASTM TEST METHODS: C39, C138, C143, C173, C1064 DENOTES CURED IN FIELD <<<DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY LETTER (A) CONE (B) CONE & SPLIT (C) CONE & SHEAR (D)SHEAR (E) COLUMNAR
POUR LOCATION: Bridge widening, deck pour
REMARKS: Sampled at 9.5 cubic yards
DISTRIBUTION:
City of Carlsbad (2C,28,2D)
RESPECTFULLY SUBMITTED
z2y~~
David C. Wilson, RCE #54734
W, A MOM LAW/CRANDALL
ow
9177 Sky Park Ct. San Diego, CA 92123\(619) 278-3600
A -
CONCRETE TEST REPO'R,T
/, \)
CLIENT: City of Carlsbad DATE: 07/02/97
'F
PROJECT: Olivenhain Road Widening P0*22739 . JOB NO: 41.50396.10
Carlsbad, Ca.
LAB NO: 30684
MIX ID: 204002
SPECIFIED STRENGTH: 3,250 PSI
MIX DESC: CONCRETE
FIELD INFORMATION . ______________ FIELD TESTS. (ACTUAL) (SPECIFIED)
DATE SAMPLED: 06 / 19 / 97 BY: K. Brickley SLUMP, INCHES: 3 3/4
TIME BATCHED: SAMPLED: 10 : 30 AIR, PERCENT: N. I.
BATCH PLANT: Palomar/Oceanside UNIT WEIGHT, PCF: N. I.
TRUCKTrICKET: 558./756306DA1E RECEIVED: N. I. MIX/JR TEMP, °F: 84
COMPRESSION TEST RESULTS
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
(SO. IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX LOAD
(LBS.)
COMP. STRENGTH
(PSI)
FRACTURE
TYPE
-1 6.00 28.27 06/26/97 7 107,500 3,800 A
2 6.00 28.27 06/26/97 7 106,500 3,770 A
3 6.00 28.27 06/30/97 11 110,000 3,890 A
4 6.00 28.27 06/30/97 11 117,500 4,160 A
5 6.00 28.27 07/17/97 28
6 6.00 28.27 07 /17/97 28
RESERVE
8 RESERVE
UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAl. ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS: C39, C138, C143, C173, C1064
DENOTES CURED IN FIELD <<< DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY LETTER: (A) CONE (B) CONE & SPLIT (C) CONE & SHEAR (D)SHEAR (E) COLUMNAR
POUR LOCATION: Bridge widening, deck pour
REMARKS: Sampled at 9.5 cubic yards
DISTRIBUTION:
City of Carlsbad (2C,2B,2D)
RESPECTFULLY SUBMITTED
avlok -
David C. Wilson, RCE #54734
C3
LAW/CRANDALL
IF 9177 Sky Park Ct. San Dieg
I
- CONCRETE-
CLIENT: City of'Car1sbad
PROJECT: Olivenhain Road Widening
Carlsbad, Ca.
MIX ID: 103207
MIX DESC: Concrete
FIELD INFORMATION
DATE SAMPLED: 05/09/97 BY: G. Goodman
)2f2(61 9) 278-3600
'REPORT7
1/097
--
. PATE:O6/09/97
JOB NO: 41.50396.10
LAB NO: 30583
SPECIFIED STRENGTH: 3, 250 PSI
FIELD TESTS
(ACTUAL) (SPECIFIED)
SLUMP, INCHES: 5 3/4
P0*2273
TIME BATCHED: SAMPLED: 12 :35 AIR, PERCENT: N. I.
BATCH PLANT: Palomar/Oceanside UNIT WEIGHT, PCF: N.I.
TRUCKITICKET: 56/747582 DATE RECEIVED: 05/10/97 MIX/AJRTEMP, OF: 85
COMPRESSION TEST RESULTS
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
(SQ. IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX LOAD
(LBS.)
. COMP. STRENGTH
(PSI)
FRACTURE
TYPE
600 28;27 05/12/97 3 64,500 2280 A
2 6.00 28.27 05/16/97 7 82,000 2,900 A
3 6.00 28.27 05/23/9.7.. 14 99,000 3,500 A
4 6.00 28.27 06/06/97 28 117,500 4,160 A
5 6.00 28.27 06/06/97 28 118,000 4,170 A
6 RESERVE
UNLtSS OTP1MW1SE INOICATEO, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS: C39, C138, C143, C173, C1064 DENOTES CURED IN FIELD <<< DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY LETTER. (A) CONE (B) CONE & SPLIT (C) CONE & SHEAR (D)SHEAR (E) COLUMNAR
POUR LOCATION: Bridge abutment 1 & 3
NOTE: Reserve cylinder discarded
REMARKS: Sampled at 9.5 cubic yards of 9.5
5 gallons of water added
DISTRIBUTION:
City of Carlsbad (2C,23,2D)
RESPECTFULLY SUBMITTED
_Q't~
David C. Wilson, RICE *54734
C3
=A* LAW/CRANDALL
9177 Sky Park Ct. San Diego, CA 92123 (619) 2784600. ç/
CONCRETE TEST REPORT N
CLIENT: City of Carlsbad DATE:05/23/97
PROJECT: Olivenhain Road Widening PO#22739 JOB NO: 41,50396.10
Carlsbad, Ca.
LAB NO: 30583
MIX ID: 103207
SPECIFIED STRENGTH: 3,250 PSI
MIX DESC: Concrete
FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED)
DATE SAMPLED: 05/09/97 BY: G. Goodman SLUMP, INCHES: 5 3/4
TIME BATCHED: SAMPLED: 12 : 35 AIR. PERCENT: N. I.
BATCH PLANT: Palomar Transit Mix UNIT WEIGHT, PCF: N.I.
TRUCK/TICKET: 56/747582 DATE RECEIVED: 05/10/97 MIX/AIR TEMP. °F: 85
COMPRESSION TEST RESULTS
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
(SO. IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX LOAD
(LBS.)
COMP. STRENGTH
(PSI)
FRACTURE
TYPE
1 6.00 28.27 05/12/97 3 64,500 2,280 A 2 6.00 28.27 05/16/97 7 82,000 2,900 A
3 6.00 28.27 05/23/97 14
4 6.00 28.27 06/06/97 28
5 6.00 28.27 06/06/97 28
6 RESERVE
uNI.Ess OTHERWISE INDICATED. TESTS WERE PERFORMED IN GENERAL ACCORDANCE WiTH THE FOLLOWING ASTM TEST MET)t00& 039. Cl3a, C143, C173. C1064 OENOTES CURED IN FIELD <cc DENOTES LOW COMPRESSIVE STRENGTH FRACTURE TYPE IS INDICATED BY LErTER A) CONE (B) CONE & spur q CONE & SHEAR (D)SHEAR (E) COLUMNAR
POUR LOCATION: Bridge abutment 1 & 3
REMARKS: Sampled at 9.5 cubic yards of 9.5
5 gallons of water added
DISTRIBUTION:
RESPECTFULLY SUBMITTED
David C. Wilson, RCE #54734
03