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Sample Record for 2024-09-30-40

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

Project Information

Project ID: 1000025 DEA: 07355004 EFIS: 0719000004 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R13.0/R13.9
Work Description: REPLACE CULVERT SYSTEMS AND INSTALL CURED-IN-PLACE LINERS.
Location Description: THE CITY AND COUNTY OF LOS ANGELES FROM 0.1 MILE EAST OF HERRICK AVENUE UNDERCROSSING TO 0.1 MILE WEST OF ROUTE 118/210 SEPARATION
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 2900 Bristol Street, Suite D204, Costa Mesa, CA 92626
Resident Engineer: Kevin Bui Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-30-40
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: 09/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/30/2024
The quantity of what the sample constitutes: Embankment
A brief description of the sample: 36 CY
From where was the sample collected: Job Site
Laboratory sample identification: 24-3021
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Beador

Material Information

The fabricator's/manufacturer's product name for the sample: Embankment
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: From various locations at Embankment
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: 2024-09-30-40-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/03/2024
Date Tested: 09/30/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 1992 g/cc
Count or Density 1 1.98 g/cc
Count or Density 2 1.86 g/cc
Count or Density 3 1.92 g/cc
Standard Count Moisture 665 g/cc
Moisture Count 1 0.19 g/cc
Moisture Count 2 0.15 g/cc
Moisture Count 3 0.17 g/cc
Sum of Count or Density 5.76 g/cc
Average of Count or Density 1.92 g/cc
Sum of Moisture Count 0.51 g/cc
Average of Moisture Count 0.17 g/cc
Calculated Percent Relative Compaction 92.3 %
Reported Percent Relative Compaction 92 %

Test 2 of 2

DIME Test ID: 2024-09-30-40-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/03/2024
Date Tested: 09/30/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.92
Highest adjust wet density 2.08
Relative compaction 92
% Moisture 9.7 %
Optimum Moisture no data