Print Report | Back to Sample Detail

Sample Record for 2023-08-29-11

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

Project Information

Project ID: 215314 DEA: 07333004 EFIS: 0716000298 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5,5-15.1/22.9
Work Description: PROJECT PILOT 1
Location Description: LOS ANGELES COUNTY IN AND NEAR LOS ANGELES ON ROUTE 5 FROM 0.1 MILE SOUTH OF CALZONA STREET TO 0.1 MILE SOUTH OF RIVERSIDE DRIVE AND ROUTE 2 AT LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER
Contractor Name: Powell Constructors, Inc.
Contractor Address: 8555 Banana Ave, Fontana, CA 92335
Resident Engineer: Jerome Arabe Structure Rep.: Gon Choi

Sample Information

DIME Sample ID: 2023-08-29-11
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: 08/29/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/29/2023
The quantity of what the sample constitutes: 135 SF
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 23-1305
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

The fabricator's/manufacturer's product name for the sample: Structural Backfill
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Various locations
Where the material sample would have been placed if not sampled:

Test Results

Test 1 of 2

DIME Test ID: 2023-08-29-11-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/30/2023
Date Tested: 08/29/2023
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: Rte. 5 SB @ Indiana Off-Ramp RW-810 Sta. 803+35 to Sta. 804+70
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2234 g/cc
Count or Density 1 1.89 g/cc
Count or Density 2 1.82 g/cc
Count or Density 3 1.85 g/cc
Standard Count Moisture 660 g/cc
Moisture Count 1 0.17 g/cc
Moisture Count 2 0.08 g/cc
Moisture Count 3 0.12 g/cc
Sum of Count or Density 5.56 g/cc
Average of Count or Density 1.85 g/cc
Sum of Moisture Count 0.37 g/cc
Average of Moisture Count 0.12 g/cc
Calculated Percent Relative Compaction 84.6 %
Reported Percent Relative Compaction 85 %

Test 2 of 2

DIME Test ID: 2023-08-29-11-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/30/2023
Date Tested: 08/29/2023
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: Rte. 5 SB @ Indiana Off-Ramp RW-810 Sta. 803+35 to Sta. 804+70
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.85
Highest adjust wet density 2.19
Relative compaction 84
% Moisture 7.1 %
Optimum Moisture no data