Print Report | Back to Sample Detail

Sample Record for 2023-02-09-15

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

Project Information

Project ID: 993607 DEA: 07322604 EFIS: 0716000057 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R41.3/R44.6
Work Description: CONSTRUCT POLLUTION INFILTRATION AREAS AND AUSTIN VAULT SAND FILTER.
Location Description: LOS ANGELES COUNTY IN GLENDORA AT VARIOUS LOCATIONS FROM 0.2 MILE EAST OF BARRANCA AVENUE OVERCROSSING TO 0.1 MILE WEST OF AMELIA AVENUE UNDERCROSSING
Contractor Name: SEMA CONSTRUCTION
Contractor Address: 42690 Rio Nedo, Temecula, CA 92590
Resident Engineer: Raj Punjabi Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-02-09-15
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: 02/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/09/2023
The quantity of what the sample constitutes: 72 sq. yd
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 23-0145
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sema Construction

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: From various locations at subgrade.
Where the material sample would have been placed if not sampled:

Test Results

Test 1 of 2

DIME Test ID: 2023-02-09-15-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/09/2023
Date Tested: 02/09/2023
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sum of Count or Density 6.26 g/cc
Average of Count or Density 2.09 g/cc
Sum of Moisture Count 0.51 g/cc
Average of Moisture Count 0.17 g/cc
Calculated Percent Relative Compaction 95.4 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2023-02-09-15-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/09/2023
Date Tested: 02/09/2023
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.09
Highest adjust wet density 2.19
Relative compaction 95
% Moisture 8.9 %
Optimum Moisture 10.4 %