Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99-10.4/21.2
Work Description: CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT.
Location Description: KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: James Burford Structure Rep.: Ulysis Baal
DIME Sample ID: 2023-07-18-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 07/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2023
The quantity of what the sample constitutes: 40 lbs native existing material
A brief description of the sample: poorly graded sand, few silt and p gravel
From where was the sample collected: Job Site
Laboratory sample identification: 240
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith construction
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Test holes at jobsite
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-07-18-1-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/18/2023
Date Tested: 07/18/2023
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: NB SR 99 Lane #2 Sta 275+90 to 290+90 (station 286+80 to 288+80 excluded due to pumping condition present) elevation: 1.35'BFG width: 12ft 8" probe
Test Result Compliance:
Additional Comments When Verified:
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Standard Count Density
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1942 g/cc
|
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Count or Density 1
|
798 g/cc
|
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Count or Density 2
|
1175 g/cc
|
|
Count or Density 3
|
1270 g/cc
|
|
Count or Density 4
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882 g/cc
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Count or Density 5
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1184 g/cc
|
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Standard Count Moisture
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624 g/cc
|
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Moisture Count 1
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84 g/cc
|
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Moisture Count 2
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91 g/cc
|
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Moisture Count 3
|
74 g/cc
|
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Moisture Count 4
|
97 g/cc
|
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Moisture Count 5
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64 g/cc
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Sum of Count or Density
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5309.00 g/cc
|
|
Average of Count or Density
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1062.00 g/cc
|
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Sum of Moisture Count
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410.00 g/cc
|
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Average of Moisture Count
|
82.00 g/cc
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Count Ratio Density
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0.55
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Count Ratio Moisture
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0.13
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Calculated Percent Relative Compaction
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99.5 %
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Reported Percent Relative Compaction
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100 %
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