HomeMy WebLinkAbout3305; ALGA ROAD STRIPING PLAN; CONCRETE TEST RESPORTS;rf -
LAW/CRANDALL
9177 Sky Park Ct. San Diego, CA 92123 (619)
CONCRETE TEST REPORT
CLIENT: City of Carlsbad
PROJECT: City of Carlsbad, Poinsettia Park/Project #3348
Carlsbad, Ca.
SEP - 4 1996
DATE: 08/28/96
JOB NO: 41.50396.02
LAB NO: 29026
MIX ID: 6-1349
MIX DESC: CONCRETE
SPECIFIED STRENGTH: 4, 000 PSI
FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED)
DATE SAMPLED: 07/30/596 BY: . G. Goodman SLUMP, INCHES: 3 1/2
TIME BATCHED: SAMPLED: 08 : 30 . AIR, PERCENT: N. I.
BATCH PLANT: Nelson & Sloan/6 UNIT WEIGHT, PCF: N. I.
TRUCKITICKET: 365/5750370ATE RECEIVED: 07/31/96 MIX/AIR TEMP. OF. 87
COMPRESSION TEST RESULTS
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
(SO. IN
DATE
TESTED
TEST AGE
(DAYS)
MAX LOAD
(L BS.)
COMP. STRENGTH
(PSI)
FRACTURE
TYPE
1 6.00 28.27 08/05/96 6 66,500 2,350 A
2 6.00 28.27 08/06/96 7 75,000 2,650 A 3 6.00 28.27 08/13/96 14 89,000 3,150.c.c< A 4 6.00 28.27 08/13/96 14 89,500 3,170.c.c< A
5 6.00 28.27 08/20/96 21 96,500 3,410<<< A
6 6.00 28.27 08/20/96 21 93,500 3,310<<< A 7 6.00 28.27 08/27/96 28 114,000 4,030 A
8 6.00 28.27 08/27/96 28 110,000 3,890<<< A
UNLESS OTHERWISE INUAThU, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WiTH THE FOLLOWING ASIM TEST METHODS: C39. C138. C143. C173. C1004 DENOTES CURED IN FIELD c <c DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY LEI7E (A) CONE (B) CONE & SPLIT (C) CONE & SHEAR (D)SHEAR (E) COLUMNAR
POUR LOCATION: Tennis courts at approx. midpoint of southwest court
REMARKS: Sampled at 10 cubic yards' of 50
DISTRIBUTION:
City of Carlsbad (2C,2B,2D)
City of Carlsbad (2C,2B,2D) RESPECTFULLY SUBMITTED
David C. Wilson, RCE #54734
CS
LAW/CRANDALL ow
IF 1 9177 Sky Park Ct. San Diego, CA 92123 (619) 27
V -4IS6
CONCRETE TEST REPORT
CLIENT: City of Carlsbad DATE: 08/28/96
PROJECT: City of Carlsbad, Poinsettia Park/Project #3348 JOB NO: 41.50396.02
Carlsbad, Ca.
LAB NO: 29034
MIX ID: 6-1349
SPECIFIED STRENGTH: 4, 000 PSI
MIX DESC: CONCRETE
FIELD INFORMATION FIELD TESTS - (ACTUAL) (SPECIFIED)
DATE SAMPLED: 07 / 31/96 BY: G. Goodman SLUMP, INCHES: 5
TIME BATCHED: SAMPLED: 08 : 30 AIR, PERCENT: N. I.
BATCH PLANT: Nelson & Sloan/6 UNIT WEIGHT, PCF: N. I.
TRUCK/TICKET: 365/5752 O1DATE RECEIVED: 08/01/96 MIX/AIR TEMP, °F: 87
COMPRESSION TEST RESULTS
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
(SO. IN.)
DATE
r TESTED
TEST AGE
(DAYS)
MAX LOAD
(LBS.)
COMP. STRENGTH
(PSI)
FRACTURE
TYPE
1 6.00 28.27 08/05/96 5 66,000 2,330 A
2 6.00 28.27 08/07/96 7 72,000 2,550 A
3 6.00 28.27 08/14/96 14 87,500 3,090<<< A
4 6.00 28.27 08/14/96 14 85,000 3,010<<< A
5 6.00 28.27 08/21/96 21 96,000 3,400.<< A
6 6.00 28.27 08/21/96 21 97,000 3,430<<< A
7 6.00 28.27 08/28/96 28 108,000 3,820<c< A
8 6.00 28.27 08/28/96 28 109,000 3,860<<< 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 (D)SHEAR (E) COLUMNAR
POUR LOCATION: Tennis courts, middle court, midpoint at south half
REMARKS: Sampled at 10 cubic yards of 50
DISTRIBUTION:
City of Carlsbad (2C,2B,2D)
City of Carlsbad (2C,2B,2D) RESPECTFULLY SUBMITTED
a/*,,-
David C. Wilson, RCE #54734
C3
AN LAW/CRANDALL
LmmmiI2 9177 Sky Park Ct. San Diego, CA 92123 (619) 2
CONCRETE TEST REPORT
CLIENT: City of Carlsbad
PROJECT: City of Carlsbad, Poinsettia Park/Project #3348
Carlsbad, Ca.
MIX ID: 6-1349
DATE: 08/28/96
JOB NO: 41.50396.02
LAB NO: 29026
MIX DESC: CONCRETE
SPECIFIED STRENGTH: 4, 000 PSI
0•
FIELD INFORMATION____________ . FIELD TESTS (ACTUAL) (SPECIFIED)
DATE SAMPLED: 07/30/96 BY: G Goodman SLUMP, INCHES: 3'1/2
TIME BATCHED: SAMPLED: 08 :30 . . AIR. PERCENT: N. I.
BATCH PLANT: Nelson & Sloan/6 UNIT WEIGHT, PCF: N. I.
TRUCKITICKET: 365/575037DATE RECEIVED: 07/31/96 MIX/AIRTEMP, OF: 87
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 08/05/96 6 66,500 2,350 A
2 6.00 28.27 08/06/96 7 75,000 2,650 A
3 6.00 28.27 08/13/96 14 89,000 3,150c.c< A
4 6.00 28.27 08/13/96 14 89,500 3,170.c<< A
5 6.00 28.27 08/20/96 21 96,500 3,410.cc< A
6 6.00 28.27 08/20/96 21 93,500 3,310<<< A
7 , 6.00 28.27 08/27/96 28 114,000 4,030 A
8 6.00 28.27 08/27/96 28 110,000 3,890c< A
UNLESS OTHERWISE INDICATED. TESTS WERE PERFORMED IN GENERAl. ACCORDANCE WITH THE FOU.OWING ASIM TEST METHODS: C39. C138. C143. C173. C1084 DENOTES CURED IN FIELD <<DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY LETTER (A) CONE (B) CONE & SPLIT ) CONE & SHEAR (D)SHEAR (5) COLUMNAR
POUR LOCATION: Tennis courts at approx. midpoint of southwest court
REMARKS: Sampled at 10 cubic yards of 50
DISTRIBUTION:
City of Carlsbad (2C,2B,2D)
City of Carlsbad (2C,2B,2D) RESPECTFULLY SUBMITTED
a114-
David C. Wilson, RCE #54734
I LAW/CRANDALL ow
LM=i 9177 Sky Park Ct. San Diego, CA 92123 (619)
CONCRETE TEST REPORT
CLIENT: City of Carlsbad
PROJECT: City of Carlsbad, Poinsettia Park/Project *3348
Carlsbad, Ca.
DATE: 08/28/96
JOB NO: 41.50396.02
LAB NO: 29034
MIX ID: 6-1349
MIX DESC: CONCRETE
FIELD INFORMATION
DATE SAMPLED: 07/31/96 BY: G. Goodman
TIME BATCHED: SAMPLED: 08 : 30
BATCH PLANT: Nelson & Sloan/6
SPECIFIED STRENGTH: 4, 000 PSI
FIELD TESTS (ACTUAL) (SPECIFIED)
SLUMP, INCHES: 5
AIR, PERCENT: N. I.
UNIT WEIGHT, PCF: N. I.
TRUCKITiCKET: 365/575201DATE RECEIVED: 08/01/96 MIX/AIR TEMP. OF. 87
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 08/05/96 5 66,000 2,330 A
2 6.00 28.27 08/07/96 7 72,000 2,550 A
3 6.00 28.27 08/14/96 14 87,500 3,090<<< A
4 6.00 28.27 08/14/96 14 85,000 3,010<<. A
5 6.00 28.27 08/21/96 21 96,000 3,400<<< A
6 6.00 28.27 08/21/96 21 97,000 3,430<<< A
7 6.00 28.27 08/28/96 28 108,000 3,820<c< A
8 6.00 28.27 08/28/96 28 109,000 3,860<<. 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 cc c DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY LETTER: (A) CONE (B) CONE & SPLIT (C) CONE & SHEAR )SHEAR (E) COLUMNAR
POUR LOCATION: Tennis courts, middle court, midpoint at south half
REMARKS: Sampled at 10 cubic yards of 50
DISTRIBUTION:
City of Carlsbad (2C,2B,2D)
City of Carlsbad (2C,2B,2D) RESPECTFULLY SUBMITTED
a/%,,-
David C. Wilson, RCE *54734
Ca