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Sample Record for 2022-10-10-26

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Project Information

Project ID: 993484 DEA: 07325904 EFIS: 0716000091 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-87.4
Work Description: SEISMIC RETROFIT OF BRIDGE, WIDEN
Location Description: IN LOS ANGELES COUNTY, NEAR KERN COUNTY LINE, AT THE TEJON PASS OVERCROSSING BRIDGE NO 53-1779
Contractor Name: POWELL CONSTRUCTORS INC
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Oscar Osorio Structure Rep.: Adriana Pimienta

Sample Information

DIME Sample ID: 2022-10-10-26
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 10/10/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/10/2022
The quantity of what the sample constitutes: 76 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 22-2694
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

The fabricator's/manufacturer's product name for the sample: Subgrade
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Various locations
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: 2022-10-10-26-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/12/2022
Date Tested: 10/10/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test: NB Rte. 5 @ Tejon Pass Bridge Top of Slope of Abut #3
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2338 g/cc
Count or Density 1 2.03 g/cc
Count or Density 2 2.17 g/cc
Count or Density 3 2.29 g/cc
Standard Count Moisture 644 g/cc
Moisture Count 1 0.21 g/cc
Moisture Count 2 0.18 g/cc
Moisture Count 3 0.16 g/cc
Sum of Count or Density 6.49 g/cc
Average of Count or Density 2.16 g/cc
Sum of Moisture Count 0.55 g/cc
Average of Moisture Count 0.18 g/cc
Calculated Percent Relative Compaction 94.9 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2022-10-10-26-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/12/2022
Date Tested: 10/10/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test: NB Rte. 5 @ Tejon Pass Bridge Top of Slope of Abut #3
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.16
Highest adjust wet density 2.28
Relative compaction 95
% Moisture 9.3 %
Optimum Moisture no data