Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002274 DEA: 07387304 EFIS: 0722000209
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-2-46.4
Work Description:
Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN LOS ANGELES COUNTY AT 1.1 MILES WEST OF CHARLTON ROAD>
Contractor Name: Beador Construction
Contractor Address: 2900 Bristol Street, Suite D 204, Costa Mesa, CA 92626
Resident Engineer: Ali Shalviri Structure Rep.: Unknown
DIME Sample ID: 2026-08-24-3
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: 08/24/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/24/2026
The quantity of what the sample constitutes: 6804 SF
A brief description of the sample: Embankment
From where was the sample collected: Job Site
Laboratory sample identification: 26-2694
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
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:
DIME Test ID: 2026-08-24-3-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/24/2026
Date Tested: 08/24/2026
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: Rte. 2 - Angeles Crest Highway
PM 46.35
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2163 g/cc
|
|
Count or Density 1
|
2.26 g/cc
|
|
Count or Density 2
|
2.28 g/cc
|
|
Count or Density 3
|
2.3 g/cc
|
|
Standard Count Moisture
|
617 g/cc
|
|
Moisture Count 1
|
0.12 g/cc
|
|
Moisture Count 2
|
0.14 g/cc
|
|
Moisture Count 3
|
0.16 g/cc
|
|
Sum of Count or Density
|
6.84 g/cc
|
|
Average of Count or Density
|
2.28 g/cc
|
|
Sum of Moisture Count
|
0.42 g/cc
|
|
Average of Moisture Count
|
0.14 g/cc
|
|
Calculated Percent Relative Compaction
|
96.2 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2026-08-24-3-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/24/2026
Date Tested: 08/24/2026
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: Rte. 2 - Angeles Crest Highway
PM 46.35
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.28
|
|
Highest adjust wet density
|
2.37
|
|
Relative compaction
|
96
|
|
% Moisture
|
6.5 %
|
|
Optimum Moisture
|
no data
|
