Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994819 DEA: 060U4304 EFIS: 0616000033
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-184-8.5/11.6
Work Description: RESURFACE LANES AND SHOULDERS.
Location Description: KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE NORTH OF EDISON HIGHWAY TO 0.1 MILE NORTH OF CHASE AVENUE
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield CA 93308
Resident Engineer: Amrit Brar Structure Rep.: Unknown
DIME Sample ID: 2024-06-06-32
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 06/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/06/2024
The quantity of what the sample constitutes: 40 lbs class 2 AB
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Collected at jobsite
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: CTM 231 test location
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-06-06-32-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/06/2024
Date Tested: 06/06/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
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Standard Count Density
|
1880 g/cc
|
|
Count or Density 1
|
1334 g/cc
|
|
Count or Density 2
|
1637 g/cc
|
|
Count or Density 3
|
1585 g/cc
|
|
Count or Density 4
|
1433 g/cc
|
|
Count or Density 5
|
1453 g/cc
|
|
Standard Count Moisture
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627 g/cc
|
|
Moisture Count 1
|
165 g/cc
|
|
Moisture Count 2
|
143 g/cc
|
|
Moisture Count 3
|
146 g/cc
|
|
Moisture Count 4
|
164 g/cc
|
|
Moisture Count 5
|
182 g/cc
|
|
Sum of Count or Density
|
7442.00 g/cc
|
|
Average of Count or Density
|
1488.00 g/cc
|
|
Sum of Moisture Count
|
800.00 g/cc
|
|
Average of Moisture Count
|
160.00 g/cc
|
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Count Ratio Density
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0.79
|
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Count Ratio Moisture
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0.26
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Calculated Percent Relative Compaction
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95.9 %
|
|
Reported Percent Relative Compaction
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96 %
|
