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Sample Record for 2022-10-31-25

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Project Information

Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R0.0/R9.7
Work Description: PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
Contractor Name: FLATIRON WEST INC
Contractor Address: 15335 FAIRFIELD RANCH ROAD, CHINO HILLS, CA 91709
Resident Engineer: Ridwan Salman Structure Rep.: Adriana Pimienta

Sample Information

DIME Sample ID: 2022-10-31-25
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: 10/31/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/31/2022
The quantity of what the sample constitutes: 1008 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 22-2961
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

Test 1 of 2

DIME Test ID: 2022-10-31-25-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/01/2022
Date Tested: 10/31/2022
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: MVP #8 @ WB 210 Shoulder Polk St Off-Ramp Sta. 184+72 to Sta. 185+56
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2335 g/cc
Count or Density 1 2.06 g/cc
Count or Density 2 2.13 g/cc
Count or Density 3 2.31 g/cc
Standard Count Moisture 640 g/cc
Moisture Count 1 0.12 g/cc
Moisture Count 2 0.11 g/cc
Moisture Count 3 0.09 g/cc
Sum of Count or Density 6.50 g/cc
Average of Count or Density 2.17 g/cc
Sum of Moisture Count 0.32 g/cc
Average of Moisture Count 0.11 g/cc
Calculated Percent Relative Compaction 96.7 %
Reported Percent Relative Compaction 97 %

Test 2 of 2

DIME Test ID: 2022-10-31-25-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 11/01/2022
Date Tested: 10/31/2022
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: MVP #8 @ WB 210 Shoulder Polk St Off-Ramp Sta. 184+72 to Sta. 185+56
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.17
Highest adjust wet density 2.24
Relative compaction 97
% Moisture 5.2 %
Optimum Moisture no data