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Sample Record for 2022-07-01-42

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

Project Information

Project ID: 215221 DEA: 07332604 EFIS: 0716000287 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-R12.4/14.9
Work Description: REMOVE RAISED ISLAND, CONSTRUCT CONCRETE BARRIER AND INSTALL LIGHTING.
Location Description: THE COUNTY AND CITY OF LOS ANGELES FROM 0.1 MILE EAST OF ARLINGTON AVENUE OVERCROSSING TO 0.7 MILE EAST OF ROUTE 10/110 SEPARATION
Contractor Name: CHUMO CONSTRUCTION INC
Contractor Address: 14425 Joanbridge St, Baldwin Park, CA 91706
Resident Engineer: Gilbert Trujillo Structure Rep.: Bernabe Contreras

Sample Information

DIME Sample ID: 2022-07-01-42
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: 07/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/01/2022
The quantity of what the sample constitutes: 1400 yd2
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 22-1636
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/A

Material Information

The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample: Aggregate Base
A detailed description of where the material sample was collected: From various locations at base
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: 2022-07-01-42-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/13/2022
Date Tested: 07/01/2022
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:
Standard Count Density 2400 g/cc
Count or Density 1 2.03 g/cc
Count or Density 2 2.05 g/cc
Count or Density 3 2 g/cc
Count or Density 4 2.05 g/cc
Count or Density 5 2.02 g/cc
Standard Count Moisture 629 g/cc
Moisture Count 1 0.13 g/cc
Moisture Count 2 0.13 g/cc
Moisture Count 3 0.12 g/cc
Moisture Count 4 0.13 g/cc
Moisture Count 5 0.11 g/cc
Sum of Count or Density 10.15 g/cc
Average of Count or Density 2.03 g/cc
Sum of Moisture Count 0.62 g/cc
Average of Moisture Count 0.12 g/cc
Calculated Percent Relative Compaction 95.8 %
Reported Percent Relative Compaction 96 %

Test 2 of 2

DIME Test ID: 2022-07-01-42-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/13/2022
Date Tested: 07/01/2022
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 2.03
Highest adjust wet density 2.12
Relative compaction 96
% Moisture 6.5 %
Optimum Moisture 10.5 %