HomeMy WebLinkAbout3626; ACCESS EASEMENT RECONSTRUCTION PLANS; REPORT OF FIELD DENSITY TESTS; 1999-11-090~y
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REPORT OF FIELD DENSITY TESTS
5 1999 \ LIi .ReoitDate: 11/9/99 LAWTGIBB 9177 Sky Park Court, Suite A
San Diego, CA 92123
I
CITY OF CARP
Ij p Phone (858) 278-3600
CLIENT: City of Carlsbad JOB NO.: 41.50396.31 PROJECT: Gibralter Street, City of Carlsbad
Carlsbad, Ca.
MOISTURE DRY MAX DRY OPTIMUM SPECIFIED ELEVATION
TEST TEST CONTENT DENSITY PROCTOR DENSITY MOISTURE COMPACTION COMPACTION TEST OR DATE NUMBER (%) (PCF) NUMBER (PCF) (%) (%) (%) METHOD DEPTH
10/18/1999 1 13.7 121.7 1 123.5 10.5 99 95 3 87.0
Location: Gibralter St. @ sta. 24+10
Comments:
10/18/1999 2 8.1 122.1 I 123.5 10.5 99 95 3 63.0
Location: Gibralter St. @ sta. 25+30
Comments:
10/18/1999 3 8.2 126.6 1 123.5 10.5 100 + 95 3 49.0
Location: Gibralter St. @ sta. 26+00
Comments:
:10/19/1999 4 10.4 129.6 2 133 8.5 97 95 3 44.0
Location: Gibralter St. @ sta. 29+85
Comments:
10/19/1999 . 5 10.6 128.3 2 133 8.5 96 95 . 3 52.0
Location: Gibralter St. @ sta. 30+25
Comments:
:10/20/1999 10 3.9 139.0 3 133 7.5 100+ 95 3 46.0
Location: Gibralter St. @ sta. 26+20
Comments:
10/20/1999 II 6.7 127.5 3 133 7.5 96 95 3 440
Location: Gibralter St. @ sta. 29+80
Comments:
.10/20/1999 12 6.0 129.5 3 133 7.5 97 95 3 480
Location: Gibralter St. @ sta. 30+00
Comments:
10/20/1999 13 5.3 130.6 3 133 7.5 98 95 3 53.0
Location: Gibralter St. @ sta. 30+30
Comments:
10/20/1999 6 5.9 133.0 3 133 7.5 100 95 3 98.0
Location: Gibralter St. @ sta. 23+60
Comments:
REMARKS
Performed in General Accordance With:
3 - ASTM D2922
<< Denotes Less Than Specified Compaction
DISTRIBUTION
Mr. Richard Cook, City of Carlsbad/Mr. R. Cook (D C B)
RESPECTFULLY SUBMITTED:
Da id C. \on, RCE #54734
Page 1 of
REPORT OF FIELD DENSITY TESTS
Wi IBB 9177 Sky Park Court, Suite A Report Date: 11/9/99
San Diego, CA 92123
Q H Phone: (858) 278-3600
CLIENT: City of Carlsbad JOB NO.: 41.50396.3 1
PROJECT: Gibralter Street, City of Carlsbad
Carlsbad, Ca.
MOISTURE DRY MAX DRY OPTIMUM SPECIFIED - ELEVATION -. TEST TEST CONTENT DENSITY PROCTOR DENSITY MOISTURE COMPACTION COMPACTION TEST OR DATE NUMBER (%) (PCF) NUMBER (PCF) (%) (%) (%) METHOD DEPTH
10/20/1999 7 4.6 128.1 3 133 7.5 96 95 3 82.0 -
Location: Gibralter St. @ sta. 24+40
- Comments:
10/20/1999 8 4.5 127.0 3 133 7.5 95 95 3 70.0
Location: Gibralter St. @ sta. 25+00
Comments:
10/20/1999 9 5.0 132.7 3 133 7.5 100 95 --,-3--- 56.0
Location: Gibralter St. @ sta. 25+70
Comments:
10/21/1999 14 3.9 126.0 3 133 7.5 95 95 3 73.0
Location: Gibralter St. @ sta. 32+50
Comments:
- '10/21/1999 15 4.0 126.3 3 133 7.5 95 95 3 73.0
Location: Gibralter St. @ sta. 32+40
iComments:
REMARKS
Performed in General Accordance With:
3 - ASTM D2922
<< Denotes Less Than Specified Compaction
DISTRIBUTION
Mr. Richard Cook, City of Carlsbad/Mr. R. Cook (D C B)
RESPECTFULLY SUBMITTED:
Nvi n RCE #54734
Page 2 of 2
wMaw—M LAW/CRANDALL
9177 Sky Park Ct. San Diego, CA 92123 (619) 278-3600
CONCRETE TEST REPORT
CLIENT: City of Carlsbad
PROJECT: City of Carlsbad, Gibraltar Street
Gibraltar Street, Carlsbad
MIX ID: 103201
DATE: 11/01/99
JOBNO: 41.50396.31
LAB NO: 33027
SPECIFIED STRENGTH: 3 , 250 PSI
MIX DESC:Concrete
FIELD INFORMATION FIELD TESTS
(ACTUAL) (SPECIFIED)
DATESAMPLED: 10/25/99 BY: S. Skelton SLUMP, INCHES: 3 1/2
TIME BATCHED: SAMPLED: 11:45 AIR, PERCENT: N. I.
BATCH PLANT: Palomar UNIT WEIGHT, PCF: N. I.
TRUCK/TICKET: 833/969880 DATE RECEIVED: 10/26/99 MIX/AIR TEMP, °F:
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 11/01/99 7 58,000 2,050<<< A
2 6.00 28.27 11/22/99 28
3 6.00 28.27 11/22/99 28
4 RESERVE
UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS: C39, 0138, C143, C173, 01064
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: 24' access basement; Sta 25 + 75
REMARKS: Sampled at 32 cubic yards of 56
RESPECTFULLY SUBMITTED
avid'. Wilson, RICE #54734
C3