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Sample Record for 2023-02-08-15

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Project Information

Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46-29.7/31.9
Work Description: CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE.
Location Description: KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Trever Shiplee Structure Rep.: Gabriel Macias

Sample Information

DIME Sample ID: 2023-02-08-15
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: 02/08/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/08/2023
The quantity of what the sample constitutes: 25 LBS
A brief description of the sample: Imported Structure Backfill
From where was the sample collected: Job Site
Laboratory sample identification: test No 214
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sta 187+50 to 190+56

Material Information

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: At elevation 319.5 to 320
Where the material sample would have been placed if not sampled:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-02-08-15-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/08/2023
Date Tested: 02/08/2023
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: failed at 2nd point CTM 216 2.26 elev 319.5 to 320' west ret wall front face near Abut # 2
Test Result Compliance: does not comply
Additional Comments When Verified:
Standard Count Density 1681 g/cc
Count or Density 1 1585 g/cc
Count or Density 2 1589 g/cc
Count or Density 3 1439 g/cc
Standard Count Moisture 658 g/cc
Moisture Count 1 135 g/cc
Moisture Count 2 135 g/cc
Moisture Count 3 137 g/cc
Sum of Count or Density 4613.00 g/cc
Average of Count or Density 1538.00 g/cc
Sum of Moisture Count 407.00 g/cc
Average of Moisture Count 136.00 g/cc
Count Ratio Density 0.91
Count Ratio Moisture 0.21
Calculated Percent Relative Compaction 94.2 %
Reported Percent Relative Compaction 94 %

Test 2 of 2

DIME Test ID: 2023-02-08-15-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/08/2023
Date Tested: 02/08/2023
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: failed at 2nd point
Test Result Compliance: does not comply
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.13
Highest adjust wet density 2.26
Relative compaction 94
% Moisture 8.0 %
Optimum Moisture no data