Print Report | Back to Sample Detail

Sample Record for 2026-04-16-7

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

Project Information

Project ID: 1000777 DEA: 07370404 EFIS: 0720000128 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-R59.5/R73.7
Work Description: COLD PLANE AC PAVEMENT, PLACE HOT MIX ASPHALT AND INSTALL MGS.
Location Description: LOS ANGELES COUNTY FROM LAKE HUGHES ROAD UNDERCROSSING TO 0.7 MILE SOUTH OF VISTA DEL LAGO ROAD OVERCROSSING.
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, CA 93308
Resident Engineer: Ridwan Salman Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-04-16-7
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: Acceptance
Type of Material: Soil
Sample Taken Date: 04/16/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/16/2026
The quantity of what the sample constitutes: 1200 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 26-1322
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

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: Jobsite
Where the material sample would have been placed if not sampled:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2026-04-16-7-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/16/2026
Date Tested: 04/16/2026
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: NB Rte. 5 @ PM 60.72 MVP #2
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2204 g/cc
Count or Density 1 2.1 g/cc
Count or Density 2 2.07 g/cc
Count or Density 3 2.11 g/cc
Standard Count Moisture 648 g/cc
Moisture Count 1 0.06 g/cc
Moisture Count 2 0.07 g/cc
Moisture Count 3 0.08 g/cc
Sum of Count or Density 6.28 g/cc
Average of Count or Density 2.09 g/cc
Sum of Moisture Count 0.21 g/cc
Average of Moisture Count 0.07 g/cc
Calculated Percent Relative Compaction 94.7 %
Reported Percent Relative Compaction 95 %

Test

DIME Test ID: 2026-04-16-7-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/16/2026
Date Tested: 04/16/2026
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: NB Rte. 5 @ PM 60.72 MVP #2
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.09
Highest adjust wet density 2.21
Relative compaction 95
% Moisture 3.5 %
Optimum Moisture no data