HomeMy WebLinkAbout3286; PALOMAR AIRPORT ROAD WIDENING; CONCRETE TEST REPORTS 1999; 1999-07-22LAW/CRANDALL
L..1........ 9177 Sky Park Ct. San Diego, CA 92123 (619) 278-3600
CONCRETE TEST REPORT
CLIENT: City of Carlsbad
PROJECT: Palomar Airport Road
Palomar Airport Road - Carlsbad
MIX ID: 403202
MIX DESC:Concrete
FIELD INFORMATION
DATE SAMPLED: 06/24/99 BY: D. Walsh
TIME BATCHED: SAMPLED: 10:10
DATE: 07/22/99
JOB NO: 41.50396.22
LAB NO: 32837
SPECIFIED STRENGTH: 3, 250 PSI
FIELD TESTS (ACTUAL) (SPECIFIED)
SLUMP, INCHES: 5
AIR, PERCENT: N. I.
BATCH PLANT: Palomar UNIT WEIGHT, PCF: N. I.
TRUCK/TICKET: 57/930527 DATE RECEIVED: 06/28/99 MIXJAIR TEMP, °F: 79
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 07/01/99 7 64,500 2,280 A
2 6.00 28.27 07/22/99 28 100,500 3,550 A
3 6.00 28.27 07/22/99 28 101,500 3,590 A
4 RESERVE
UNLESS OTHERWISE INDICATED. TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS: C39, C38, 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 (B) COLUMNAR
POUR LOCATION: Center median between Yarrow & El Camino Real
-sample from median across from job trailer
REMARKS: Sampled at 9.5 cubic yards of 76.0
30 gallons of water added
NOTE: Reserve cylinder discarded
DISTRIBUTION:
City ofCarlsbad (1C,1B,1D,1ALL)
RESPECTFULLY SUBMITTED
David C. Wilson, RICE #54734
9 LAW/CRANDALL
9177 Sky Park Ct. San Diego, CA 92123 (619) 278
KrEnCEILIMM
JUL 14 1999
CITY OF CARLSBAD_
CONCRETE TEST REPORT
CLIENT: City of Carlsbad
PROJECT: Palomar Airport Road
Palomar Airport Road - Carlsbad'
MIX ID: 403202
DATE: 07/01/99
JOB NO: 41.50396.22
LAB NO: 32837
SPECIFIED STRENGTH: 3, 250 PSI
MIX DESC: Concrete
FIELD INFORMATION
DATE SAMPLED: 06/24/99 BY: D. Walsh SLUMP, INCHES
TIME BATCHED: SAMPLED: 10:10 AIR, PERCENT:
BATCH PLANT: Palomar UNIT WEIGHT, PCF
TRUCK/TICKET: 57/930527 DATE RECEIVED: 06/28/99 MIX/AIR TEMP, °F:
COMPRESSION TEST RESULTS
FIELD TESTS
(ACTUAL)
5
N. I.
N. I.
79
(SPECIFIED)
CYLINDER
NUMBER r
DIAMETER AREA
, (SO. IN.)
DATE
., ;TESTED
TEST AGE MAX L0AD.,., COMP. STRENGTH
(DAYS) (LBS.) (PSI)
FRACTURE
TYPE
1 '6.00 28.27 07/01/99 1 7 64,500 2,280 A
2 6.00, 28.27 07/22/99 28
3 6.00 28.27' 07/22/9.9 28
4 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: (Al CONE (E) CONE & SPLIT ICI CONE & SHEAR (D)SHEAR (E) COLUMNAR
POUR LOCATION: Center median between Yarrow & El Camino Real
-sample from median across from job trailer
REMARKS: Sampled at 9.5 cubic yards of 76.0
30 gallons of water added
.-DISTRIBUTION:,." .. . ... - - ...•-. . ..... .
City of Carlsbad (1C,1B,1D,1ALL):
Jwc iV.',IL ,
David C. Wilson, RICE #54734
C3
F"A400M LAW/CRANDALL
ow
9177 Sky Park Ct. San Diego, CA 92123 (619) 278-3600
CONCRETE TEST REPORT
CLIENT: City of Carlsbad DATE: 05/17/99
PROJECT: La Costa Ave. Road Widening! P.O. #P104501 JOB NO: 41.50396.18
Carlsbad, Ca.; La Costa Avenue
LAB NO: 32616
MIX ID: 5596
SPECIFIED STRENGTH: 3 , 250 PSI
MIX DESC: CONCRETE
FIELD INFORMATION FIELD TESTS
(ACTUAL)
DATE SAMPLED: 04/19/99 BY: Dan Walsh SLUMP, INCHES: 2
TIME BATCHED: SAMPLED: 12 : 50 AIR, PERCENT: N. I.
BATCH PLANT: Ready-Mix/Escondido UNIT WEIGHT, PCF: N. I.
TRUCK/TICKET: 531/2486500ATE RECEIVED: 04/21/99 MIX/AIRTEMP, °F: 80
COMPRESSION TEST RESULTS
(SPECIFIED)
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 04/26/99 7 95,500 3,380 A
2 6.00 28.27 05/17/99 28 133,500 4,720 C
3 6.00 28.27 05/17/99 28 124,000 4,390 A
4 RESERVE
UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS: C39, C38. 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: Saxony pump station
REMARKS: Sampled at 9.5 cubic yards of 19
10 gallons of water added
NOTE: Reserve cylinder discarded
DISTRIBUTION:
City of Carlsbad (1C,1B,1ALL)
RESPECTFULLY SUBMITTED
David C. Wilson, RCE #54734
C3
wom LAW/CRANDALL
F -' Lm~j 9177 Sky Park Ct. San Diego, CA. 92123
CONCRETE TEST REPORT 03/29/99 RECEIVED
CLIENT: City of Carlsbad JOB NO: 41.50396.22
PROJECT: Palomar Airport Road APR 0 9 1999 LAB NO: 32408
Palomar Airport Road - Carlsbad
ZS~ql~MIX ID: 342002 IED STRENGTH: 2,000 PSI
MIX DESC:Grout
FIELD INFORMATION FIELD TESTS
(ACTUAL) (SPECIFIED)
DATE SAMPLED: 03/01/99 BY: Randy Salisbury SLUMP, INCHES: N. I.
TIME BATCHED: SAMPLED: 13 45 AIR, PERCENT: N. I.
BATCH PLANT: Palomar/Oceanside UNIT WEIGHT, PCF: N. I.
TRUCKJTICKET: 919/895239DATE RECEIVED: 03/03/99 MIX/AIR TEMP, OF:
CUBE TEST RESULTS r• -rrr ; ,:
ç SAMPLE.
.., NUMBER
,LENGTH
(IN.)
WIDTH
(IN.)
DEPTH
(IN.)
DATE TESTAGE MAX LOAD
TESTED (DAYS) (Lbs.)
STRENGTH
(psi)
1 3Ô5 3.04 6.0'Ô.: 03/08/99 7 20,500 2,210
2 302 3.09 6.00 1 03/29/99 1 28 31,500 3,380
3 3.07 3.15 6.00 03/29/99 28 32,000 13,310
<c < DENOTES LOW STRENGTH
POUR LOCATION: Lower retaining wall - 78+70 to 80+20 sampled at (0+60)
79+30.
REMARKS: • ;Sapled at 9.5 cubic yards of 12.5.
30 gallons of water added. -
DISTRIBUTION.:. - 1. •.. - ' .
City of Carlsbad (1C,lB,lD,1ALL) - J
RESPECTFULLY SUBMITTED
David C. Wilson, RCE #54734
9 LAW/CRANDALL
L........1 9177 Sky Park Ct. San Diego, CA 92123 (619) 278-3600
CONCRETE TEST REPORT
CLIENT: City of Carlsbad
PROJECT: Palomar Airport Road
Palomar Airport Road - Carlsbad
MIX ID: 1328
DATE: 03/31/99
JOBNO: 41.50396.22
LAB NO: 32410
SPECIFIED STRENGTH: 3 , 250 PSI
MIX DESC:Concrete
FIELD INFORMATION FIELD TESTS (ACTUAL)
DATE SAMPLED: 03/03/99 BY: Randy Salisbury SLUMP, INCHES: 4 3/4
TIME BATCHED: SAMPLED: 15: 20 AIR, PERCENT: N. I.
(SPECIFIED)
BATCHPLANT: Nelson & Sloan/H.P1t UNIT WEIGHT, PCF: N. I.
TRUCKTflCKET: 327/770476DATE RECEIVED: 03/04/99 MIX/AIR TEMP, °F: 63
COMPRESSION TEST RESULTS
CYLINDER
NUMBER
DIAMETER
(IN.)
AREA
(SO. IN.)
DATE
TESTED
TEST AGE
(DAYS)
MAX LOAD COMP. STRENGTH
(LBS.) (PSI)
FRACTURE
TYPE
1 6.00 28.27 . 03/10/99. 7 81,000 2;860 A
2 6.00 28.27 03/31/99 28 110,000 3,890 A
3 6.00. 28.27 03/31/99 28 112,000 3,960 A
4. 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 & SPUT (C) CONE & SHEAR (D)SHEAR (E) COLUMNAR
POUR LOCATION: Wing wall & S.D. box lid.
REMARKS: Sampled at 9.5 cubic yards of 9.5.
Note: Reserve cylinder discarded.
DISTRIBUTION:
City of Carlsbad (1C,113,1D,1ALL)
RESPECTFULLY SUBMITTED
David C. Wilson, RCE #54734
C3
LAW/C RAN DA L L
OW
:11 th I1
L....... 9177 Sky Park Ct. San Diego, CA 92123 (619)AMAMWOMM
CONCRETE TEST REPORT
CLIENT: City of Carlsbad DATE: 03/22/99
PROJECT: Palomar Airport Road JOB NO: 41.50396.22
Palomar Airport Road - Carlsbad
LAB NO: 32350 MIX ID: 67P
SPECIFIED STRENGTH: 3,250 PSI
MIX DESC:Concrete I
FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED)
DATE SAMPLED: 02/19/99 BY: Randy Salisbury SLUMP, INCHES: 5 1/4
TIME BATCHED: 11:12 SAMPLED: 12 : 30 AIR, PERCENT: N. I.
BATCH PLANT: Ready Mix/Esc. (01) UNIT WEIGHT, PCF: N. I.
TRUCK/TICKET: 656/120785DATE RECEIVED: 02/20/99 MIX/AIRTEMP, °F: 58
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 02/26/99 7 75,000 2,650 A 2 6.00 28.27 03/19/99 28 1 112,440 3,980 B 3 6.00 28.27 03/19/99 28 116,500 4,120 A
4 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 I
POUR LOCATION: Footing for upper retaining wall 79+05 to 79+50.
REMARKS: Sampled at 9.5 cubic yards of 38.0.
Note: Reserve cylinder discarded.
DISTRIBUTION:
City of Carlsbad (1C,1B,1D,lALL)
RESPECTFULLY SUBMITTED
David C. Wilson, RCE #54734
C3
9 LAW/CRANDALL L...1....1 9177 Sky Park Ct. San Diego, CA 92123 (619) 278-3600
CONCRETE TEST REPORT
CLIENT: City of Carlsbad . DATE: 03/17/99
PROJECT: Palomar Airport Road JOB NO: 41.50396.22
Palomar Airport Road - Carlsbad,
LAB NO: 32410 MIX ID: 1328
SPECIFIED STRENGTH: 3,250 PSI
MIX DESC: Concrete
FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED)
DATE SAMPLED: 03/03/99 BY: Randy Salisbury SLUMP, INCHES: 4 3/4
TIME BATCHED: SAMPLED: 15: 20 AIR, PERCENT: N. I.
BATCH PLANT: Nelson & Sloan/H.Plt UNIT WEIGHT, PCF: N.I.
TRUCK/TICKET: 327/770476DATE RECEIVED: 03/04/99 MIX/AIR TEMP, OF: 63
COMPRESSION TEST RFSIIITS
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 03/10/99 7: 81,000 2,860 A 2 6.00 28.27 03/31/99 28
3 6.00 28.27 03/31/99 28
4 RESERVE
UNL UItItMWIt INL)I(..AIEU 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 (D)SHEAR (E) COLUMNAR
POUR LOCATION: Wing wall & S.D. box lid.
REMARKS: Sampled at 9.5 cubic yards of 9.5.
DISTRIBUTION: .
City of Carlsbad (1C,113,1D,1ALL)
RESPECTFULLY SUBMITTED H
David C. Wilson, RCE #54734
C3
LAW/CRANDALL
9177 Sky Park Ct. San Diego, CA. 92123 619-278-3600
CONCRETE TEST REPORT 03/08/99
CLIENT: City of Carlsbad JOB NO: 41.50396.22
PROJECT: Palomar Airport Road LAB NO: 32408
Palomar Airport Road - Carlsbad
MIX ID: 342002 SPECIFIED STRENGTH: 2, 000 PSI
MIX DESC: Grout
FIELD INFORMATION _______________ FIELD TESTS (ACTUAL) (SPECIFIED)
DATESAMPLED; 03/01/99 BY; Randy Salisbury SLUMP, INCHES: N.I.
TIME BATCHED; SAMPLED; 13 : 45 AIR, PERCENT: N. I.
BATCH PLANT; Palomar/Oceanside UNIT WEIGHT, PCF: N.I.
TRUCKJTICKET; 919 / 895239 DATE RECEIVED; 03/0j /99 MIX/AIR TEMP, °F:
CUBE TEST RESULTS
SAMPLE
NUMBER
LENGTH
(IN.)
WIDTH
(IN.)
DEPTH DATE TEST AGE MAX LOAD
(IN.) TESTED (DAYS) (Lbs.)
STRENGTH
(psi)
1 3.05 3.04 6.00 03/08/99 7 20,500 2,210
2 2.00 2.00 2.00 03/29/99 28
3 2.00 2.00 2.09 03/29/99 28
<C DENOTES LOW STRENGTH
POUR LOCATION: Lower retaining wall - 78+70 to 80+20 sampled at (0+60)
79+30.
REMARKS: Sampled at 9.5 cubic yards of 12.5.
30 gallons of water added.
RESPECTFULLY SUBMITTED
David C. Wilson, RCE #54734
9 LAW/CRANDALL
9177 Sky Park Ct. San Diego, CA 92,123 (619) 278-3600
CONCRETE TEST REPORT
CLIENT: City ofCarlsbad
PROJECT: Palomar Airport Road
Palomar Airport Road - Carlsbad
MIX ID: 67P
DATE: 03/01/99
JOB NO: 41.50396.22
LAB NO: 32350
SPECIFIED STRENGTH: 3, 250 PSI
MIX DESC: Concrete
";---FIELD INFORMATION FIELD TESTS (ACTUAL)
DATE SAMPLED: 02/19/99 -BY: Randy Salisbury SLUMP, INCHES: 5 1/4
TIME BATCHED: 11:12 SAMPLED: 12: 30 AIR, PERCENT: N. I.
BATCH PLANT: Ready Mix/ Esc. (01) UNIT WEIGHT, PCF: N. I.
TRUCK/TICKET: 656/12 O785DATE RECEIVED: 02 /20/99 MIX/AIR TEMP. °F: 58
COMPRESSION TEST RESULTS
(SPECIFIED)
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 02/26/99 7 75,000 2,650 A
2 6.00 28.27 03/19/99 28
3 6.00 28.27 03/19/99 28
4 0 RESERVE
4-
UNLESS OTHERW1SEINDICATED, 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 & SPUT (C) CONE & SHEAR (0)SHEAR )E) COLUMNAR
POUR LOCATION: Footing for upper retaining wall 79+05 to 79+50.
REMARKS: Sampled at 9.5 cubic yards of 38.0.
RESPECTFULLY SUBMITTED
David C. Wilson, RCE #54734
C3
9 LAW/CRANDALL
9177 Sky Park Ct. San Diego, CA 92123 (619) 278-3600
CONCRETE TEST REPORT
CLIENT: City of Carlsbad
PROJECT: Palomar Airport Road
Palomar Airport Road - Carlsbad
MIX ID: 5596
MIX DESC: Concrete
• FIELD INFORMATION FIELD TESTS (ACTUAL)
DATE SAMPLED: 01/19/99 BY: Randy Salisbury SLUMP, INCHES: N. I.
TIME BATCHED: 13:11 SAMPLED: 14 : 30 AIR, PERCENT: N. I.
BATCH PLANT: Esc. Ready Mix/Vista UNIT WEIGHT, PCF: N.I.
TRUCK/TICKET: 335 . DATE RECEIVED: 01/20/99 MIX/AIR TEMP, °.F: N. I.
COMPRESSION TEST RESULTS
(SPECIFIED)
DATE: 02/17/99
JOB NO: 41.50396.22
LAB NO: 32214
SPECIFIED STRENGTH: 3, 250 PSI
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 01/22/99 3 67,000 2,370 A
2 6.00 28.27 01/26/99 7: 94,500 3,340 A
3 6.00 28.27 02/16/99 28 140,000 4,950 A
4 6.00 28.27 02/16/99 28 146,000 5,160 C
UNL OIl1HWISE INUICATED, 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 & SPLif (C) CONE & SHEAR (D)SHEAR (E) COLUMNAR
POUR LOCATION: SD box @ 81+25 N side of road & SD box/headwall @ S side of
road.
REMARKS: Sampled at 9.5 cubic yards of 9.5.
RESPECTFULLY SUBMITTED
David C. Wilson, RCE #54734
Ii