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Sample Record for 2023-07-26-10

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993742 DEA: 07321804 EFIS: 0716000052 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-405-7.0/12.9
Work Description: PLACE MINOR CONCRETE AND HOT MIX ASPHALT.
Location Description: LOS ANGELES COUNTY IN AND NEAR LONG BEACH, CARSON AND LOS ANGELES AT VARIOUS LOCATIONS FROM 0.1 MILE NORTH OF ROUTE 710 TO ROUTE 110/405 SEPARATION
Contractor Name: WESTCOAST PUBLIC WORKS INC.
Contractor Address: Unknown
Resident Engineer: Samuel Gallardo Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-26-10
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: 07/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2023
The quantity of what the sample constitutes: 1131 SF
A brief description of the sample: Class 3 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 23-1161
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

The fabricator's/manufacturer's product name for the sample: Aggregate Base
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: 2023-07-26-10-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/27/2023
Date Tested: 07/26/2023
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) 407-6963
General Comments for this Test: SB Rte. 405 @ SB Rte. 710 Connector MVP
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2326 g/cc
Count or Density 1 2.12 g/cc
Count or Density 2 2.09 g/cc
Count or Density 3 2.15 g/cc
Standard Count Moisture 641 g/cc
Moisture Count 1 0.21 g/cc
Moisture Count 2 0.22 g/cc
Moisture Count 3 0.23 g/cc
Sum of Count or Density 6.36 g/cc
Average of Count or Density 2.12 g/cc
Sum of Moisture Count 0.66 g/cc
Average of Moisture Count 0.22 g/cc
Calculated Percent Relative Compaction 95.9 %
Reported Percent Relative Compaction 96 %

Test 2 of 2

DIME Test ID: 2023-07-26-10-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/27/2023
Date Tested: 07/26/2023
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) 407-6963
General Comments for this Test: SB Rte. 405 @ SB Rte. 710 Connector MVP
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.12
Highest adjust wet density 2.21
Relative compaction 96
% Moisture 11.6 %
Optimum Moisture no data