HomeMy WebLinkAbout3511; BEACH ACCESS STAIR RECONSTRUCTION; CONCRETE TEST REPORTS 1998; 1998-08-05- - --•fl -*-- ---- - 9 LAW/CRANDALL I
9177 Sky Park Ct. San Diego, CA 92123 (619) 27 568 1998
CONCRETE TEST REPORT •
CLIENT: City of Carlsbad DATE: 08/05/98
PROJECT: City of Carlsbad, Job #3511
Beachstair Reconstruction
MIX ID: 313505
MIX DESC:CONCRETE
FIELD INFORMATION
DATESAMPLED: 07/08/98 BY: S. Wagoner
TIME BATCHED: SAMPLED: 10: 3 0
BATCH PLANT: Palomar/90
JOB NO: 41.50396.20
LAB NO: 31558
SPECIFIED STRENGTH: 3,250 PSI
FIELD TESTS
(ACTUAL) (SPECIFIED)
SLUMP, INCHES 4 1/2
AIR. PERCENT: N. I.
UNIT WEIGHT, PCF: N. I.
TRUCK/TICKET: 59/8 36440 DATE RECEIVED: 07/09/98 MIX/AIR TEMP. °F: 88
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 07/15/98 7 100,500 3,550 A
2 6.00 28.27 08/05/98 28 142,500 5,040 A
3 6.00 .28.27 08/05/98 28 145,500 5,150 A
4 RESERVE
5 RESERVE
YNI-1:55 UIP1EHWIE INLJICAIEU, 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 (El COLUMNAR
POUR LOCATION: Stairs, ocean and mountain view
REMARKS: Sampled at 9.5 cubic yards
NOTE: Reserve cylinder discarded
RESPECTFULLY SUBMITTED
David C. Wilson, RICE #54734
C3
LAW/C RANDAEL- 1 :t;.) I LM 9177 Sky Park Ct. San Diego, CA 2123 (619) 27'3600
JUL 3O!998
CONCRETE TEST REPORT
-
CLIENT: City of Carlsbad - - 'DATE: 07/15/98
PROJECT: City of Carlsbad, Job #3511
Beachstair Reconstruction
MIX ID: 313505
MIX DESC:CONCRETE
FIELD INFORMATION
DATE SAMPLED: 07/08/98 BY: S. Wagoner
JOB NO: 41.50396.20
LAB NO: 31558
SPECIFIED STRENGTH: 3, 250 PSI
FIELD TESTS (ACTUAL) (SPECIFIED)
SLUMP, INCHES 4 1/2
TIME BATCHED: SAMPLED: 10: 30 AIR, PERCENT: N. I
BATCH PLANT: Palomar/90 UNIT WEIGHT, PCF: N. I.
TRUCKIflCXET: 59/836440 DATE RECEIVED: 07/09/98 MIX/AIR TEMP, OF: 88
COMPRESSION TEST RESULTS
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
(SO. IN.)
DATE
TESTED
TEST AGE MAX LOAD COMP. STRENGTH
(DAYS) (LBS.) (PSI)
FRACTURE
TYPE
1 6.00 28.27 07/15/98 7 1 100,500 3,550 A
2 6.00 28.27 08/05/98 28
3 6.00 28.27 08/05/98 28
4 RESERVE
RESERVE
YNLtbb UIMEKWIS INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS: C39. C133. C143, C73, C064
DENOTES CURED IN FIELD <<< DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY LETTER: (A) CONE (8) CONE & SPUT (C) CONE & SHEAR (D)SHEAR (E) COLUMNAR
POUR LOCATION: Stairs, ocean and mountain view
REMARKS: Sampled at 9.5 cubic yards
RESPECTFULLY SUBMITTED
David C. Wilson, RCE #54734
C3
own LAW/CRANDALL
L...: 9177 Sky Park Ct. San Diego, CA 92123 (619) 278-3 6" 01rb J0 y3
CONCRETE TEST REPORT 4.
CLIENT: City of Carlsbad
PROJECT: City of Carlsbad, Job #3511
Beachstair Reconstruction
MIX ID: 314013
DATE: 07/27/98
JOB NO: 41.50396.20
LAB NO: 31541
MIX DESC:CONCRETE
SPECIFIED STRENGTH: 4 , 000 PSI
FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED)
DATE SAMPLED: 06/29/98 BY: T. McCanaham SLUMP, INCHES: 2
TIME BATCHED: SAMPLED: 12 : 25 AIR, PERCENT: N. I.
BATCH PLANT: Palamar Tra. /90 UNIT WEIGHT, PCF: N. I.
TRUCKITICKET: 861/834401DATERECEIvED: 06/30/98 MIXJAIR TEMP, OF: 90/75
COMPRESSION TEST RESULTS
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
(SO. IN.)
DATE
TESTED
TEST AGE MAX LOAD
(DAYS) (LBS.)
COMP. STRENGTH
(PSI)
FRACTURE
TYPE
1 6.00 28.27 07/06/98 7 93,460 3,310 A
2 6.00 28.27 07[13/98 14 111,050 3,930 A
3 6.00 28.27 07/27/98 28 128,000 4,530 C
4 6.00 28.27 07 /2 7/98 28 130,000 4,600 B
5 RESERVE
Ul'1Lt UIrttHWI INUIAIEU, IESIS 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: Beach stairway
NOTE: Reserve cylinder discarded
REMARKS: 40 gallons of water added
Sampled at 9.5 cubic yards of 19
J. Hoffman was informed of temp.
RESPECTFULLY SUBMITTED
David C. Wilson, RCE #54734
C3
9 LAW/CRANDALL
LMMMMi 9177 Sky Park Ct. San Diego, CA 92123 (619) 278-360O:P
CONCRETE TEST REPORT
CLIENT: City of Carlsbad DATE: 07745/98
PROJECT: City of Carlsbad, Job #3511 JOB NO: 41.50396.20
Beachstair Reconstruction
LAB NO: 31558 MIX ID: 313505
MIX DESC:CONCRETE
SPECIFIED STRENGTH: 3, 250 PSI
FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED)
DATESAMPLED: 07/08/98 BY: S. Wagoner SLUMP, INCHES: 4 1/2 -
TIME BATCHED: SAMPLED: 10:30 AIR, PERCENT: N. I.
BATCH PLANT: Palomar/90 UNIT WEIGHT, PCF: N: I.
TRUCKfflCKET: 59/836440 DATE RECEIVED: 07/09/98 MIX/AIR TEMP OF: 88
COMPRESSION TEST RESULTS
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
(SQ. IN.)
DATE
TESTED
TEST AGE MAX LOAD
(DAYS) (LBS.)
COMP. STRENGTH
(PSI)
FRACTURE
TYPE
1 6.00 28.27 07/15/98 7 100,500 3,550 A
2 6.00 28.27 08/05/98 28
3 6.00 28.27 08/05/98 28
4 RESERVE
5 . . RESERVE
UN(. UlIlERWIbE INUIGAIEU. TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS: C39, C133. C143, C173. C 106
DENOTES CURED IN FIELD << < DENOTES LOW COMPRESSIVE STRENGTH
FRACTURE TYPE IS INDICATED BY LETTER: (A) CONE (B) CONE & SPLIT (C) CONE & SHEAR (D)SHEAR IEI COLUMNAR
POUR LOCATION: Stairs, ocean and mountain view
REMARKS: S"ampled at 9.5 cubic yards
RESPECTFULLY SUBMITTED
David C. Wilson, RCE #54734
C3
LAW/CRANDALt
9177 Sky Park Ct. San Diego, CA 92123,"(619)278-3600
Sp /99 /
/ CLIENT City of Carlsbad DAiE
PROJECT: City of Carlsbad, Job #3511 JOB'NO
Beachstair Reconstruction
LAB NO: 31541
/13/98
41.50396.20
MIX ID: 314013
MIX DESC: CONCRETE
FIELD INFORMATION
DATE SAMPLED: 06 /2 9/98 BY: T. McCanaharn
SPECIFIED STRENGTH: 4 , 000 PSI
FIELD TESTS
(ACTUAL) (SPECIFIED)
SLUMP, INCHES: 2
TIME BATCHED: SAMPLED: 12:25 AIR, PERCENT: N. I.
BATCH PLANT: Palamar Tra. /90 UNIT WEIGHT, PCF: N. I.
TRUCK/TICKET: 861/8344010ATE RECEIVED: 06/30/98 MIX/AIR TEMP, °F: 90/75
COMPRESSION TEST RESIJITS
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
(SO. IN.)
DATE
TESTED
TEST AGE MAX LOAD COMP. STRENGTH
(DAYS) (LBS.) (PSI)
FRACTURE
TYPE
1 6.00 28.27 07/06/98 7 93,460 3,310 1 A 2 6.00 28.27 07/13/98 14 111,050 3,930 A 3 6.00 28.27 07/27/98 28
4 6.00 28.27 . 07/27/98 28
5 RESERVE
YIMU-b.i UIl1EHWIE INUICATELJ, 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: Beach stairway
REMARKS: 40 gallons of water added
Sampled at 9.5 cubic yards of 19
J. Hoffman was informed of temp.
RESPECTFULLY SUBMITTED
David C. Wilson, RCE #54734
C3
Own LAW/CRANDALL
9177 Sky Park Ct. San Diego, CA 92123 (6)36010L. /
I tiHL301998 CONCRETE TEST REPORTL
eu. CLIENT: City of Carlsbad Lrr;:pATE: 07/06/98
PROJECT: City of Carlsbad, Job #3511 JOB NO: 41.50396.20
Beachstair Reconstruction
LAB NO: 31541
MIX ID: 314013
MIX DESC: CONCRETE
SPECIFIED STRENGTH: 4, 000 PSI
FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED)
DATE SAMPLED: 06/29/98 BY: T. McCanahain SLUMP, INCHES: 2
TIME BATCHED: SAMPLED: 12 : 25 AIR, PERCENT: N. I.
BATCH PLANT: Palarnar Tra./90 UNIT WEIGHT, PCF: N. I.
TRUCKJTICKET: 861/8344010ATERECE1VE0: 06/30/98 MIX/AIR TEMP, °F: 90/75
COMPRESSION TEST RESULTS
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
(SO. IN.)
DATE
TESTED
TEST AGE MAX LOAD
(DAYS) (LBS.)
COMP. STRENGTH
(PSI)
FRACTURE
TYPE
1 6.00 28.27 07/06/98 7 93,460 3,310 A 2 6.00 28.27 07/13/98 14
3 6.00 28.27 07/27/98 28
4 6.00 28.27 07/2 7 /98 28
5 RESERVE
YNLI:55 UIP1HWIE 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 IEI COLUMNAR
POUR LOCATION: Beach stairway
REMARKS: 40 gallons of water added
Sampled at 9.-5 cubic yards of 19
J. Hoffman was informed of temp.
RESPECTFULLY SUBMITTED
David C. Wilson, RCE #54734
C3