Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214451 DEA: 07303704 EFIS: 0714000035
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-8.0/27.3
Work Description: REPLACE CONCRETE BARRIERS.
Location Description: THE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING
Contractor Name: OHL USA
Contractor Address: 1920 Main Street, Suite 310, Irvine, California 92614
Resident Engineer: Kevin Bui Structure Rep.: Kwangsuk Suh
DIME Sample ID: 2023-02-03-36
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: 02/03/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/03/2023
The quantity of what the sample constitutes: 278 yd2
A brief description of the sample: Soil for Subgrade.
From where was the sample collected: Job Site
Laboratory sample identification: 23-0117
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: OHL
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample: Subgrade
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:
DIME Test ID: 2023-02-03-36-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/13/2023
Date Tested: 02/03/2023
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:
Standard Count Density
|
2352 g/cc
|
Count or Density 1
|
2.12 g/cc
|
Count or Density 2
|
2.16 g/cc
|
Count or Density 3
|
2.1 g/cc
|
Standard Count Moisture
|
628 g/cc
|
Moisture Count 1
|
0.2 g/cc
|
Moisture Count 2
|
0.2 g/cc
|
Moisture Count 3
|
0.21 g/cc
|
Sum of Count or Density
|
6.38 g/cc
|
Average of Count or Density
|
2.13 g/cc
|
Sum of Moisture Count
|
0.61 g/cc
|
Average of Moisture Count
|
0.20 g/cc
|
Calculated Percent Relative Compaction
|
94.9 %
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2023-02-03-36-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/13/2023
Date Tested: 02/03/2023
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
|
2.13
|
Highest adjust wet density
|
2.24
|
Relative compaction
|
95
|
% Moisture
|
10.6 %
|
Optimum Moisture
|
10.6 %
|