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Sample Record for 2024-02-15-10

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Project Information

Project ID: 215314 DEA: 07333004 EFIS: 0716000298 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5,5-15.1/22.9
Work Description: PROJECT PILOT 1
Location Description: LOS ANGELES COUNTY IN AND NEAR LOS ANGELES ON ROUTE 5 FROM 0.1 MILE SOUTH OF CALZONA STREET TO 0.1 MILE SOUTH OF RIVERSIDE DRIVE AND ROUTE 2 AT LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER
Contractor Name: Powell Constructors, Inc.
Contractor Address: 8555 Banana Ave, Fontana, CA 92335
Resident Engineer: Jerome Arabe Structure Rep.: Gon Choi

Sample Information

DIME Sample ID: 2024-02-15-10
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: 02/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/15/2024
The quantity of what the sample constitutes: 677 sq
A brief description of the sample: SB5 Indiana off ramp pavement structure section 1&2
From where was the sample collected: Job Site
Laboratory sample identification: 24-0345
Structure unique identifier:
Structure name: SB5 Indiana off ramp pavement structure section 1&2
The fabricator/manufacturer/facility name: Powell Construcion

Material Information

The fabricator's/manufacturer's product name for the sample: Subgrade
The fabricator/manufacturer designation for the sample: various location sugrade
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled: Jobsite
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-02-15-10-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/11/2024
Date Tested: 02/15/2024
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:
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2225 g/cc
Count or Density 1 2.18 g/cc
Count or Density 2 2.27 g/cc
Count or Density 3 2.22 g/cc
Standard Count Moisture 653 g/cc
Moisture Count 1 0.21 g/cc
Moisture Count 2 0.23 g/cc
Moisture Count 3 0.14 g/cc
Sum of Count or Density 6.67 g/cc
Average of Count or Density 2.22 g/cc
Sum of Moisture Count 0.58 g/cc
Average of Moisture Count 0.19 g/cc
Calculated Percent Relative Compaction 96.7 %
Reported Percent Relative Compaction 97 %

Test 2 of 2

DIME Test ID: 2024-02-15-10-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/11/2024
Date Tested: 02/15/2024
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:
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.22
Highest adjust wet density 2.3
Relative compaction 97
% Moisture 9.5 %
Optimum Moisture 9.5 %