Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994214 DEA: 07337904 EFIS: 0717000052
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-2,10,101,134-Var
Work Description: MODIFY CAMERA, MESSAGE SIGN & RM SYSTEMS, & REPLACE SIGN STRUCTURES.
Location Description: IN LOS ANGELES COUNTY AT VARIOUS LOCATIONS.
Contractor Name: SELECT ELECTRIC INC.
Contractor Address: Unknown
Resident Engineer: KRIS VENKATARAMAN Structure Rep.: Unknown
DIME Sample ID: 2024-02-13-18
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: 02/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/13/2024
The quantity of what the sample constitutes: 165 CY
A brief description of the sample: Soil for Subgrade.
From where was the sample collected: Job Site
Laboratory sample identification: 24-0329
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: I.E. General Engineering
The fabricator's/manufacturer's product name for the sample: Subgrade
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:
DIME Test ID: 2024-02-13-18-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/14/2024
Date Tested: 02/13/2024
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2052 g/cc
|
|
Count or Density 1
|
2755 g/cc
|
|
Count or Density 2
|
2542 g/cc
|
|
Count or Density 3
|
2790 g/cc
|
|
Standard Count Moisture
|
664 g/cc
|
|
Moisture Count 1
|
141 g/cc
|
|
Moisture Count 2
|
193 g/cc
|
|
Moisture Count 3
|
127 g/cc
|
|
Sum of Count or Density
|
8087.00 g/cc
|
|
Average of Count or Density
|
2696.00 g/cc
|
|
Sum of Moisture Count
|
461.00 g/cc
|
|
Average of Moisture Count
|
154.00 g/cc
|
|
Count Ratio Density
|
1.31
|
|
Count Ratio Moisture
|
0.23
|
|
Calculated Percent Relative Compaction
|
90.2 %
|
|
Reported Percent Relative Compaction
|
90 %
|
DIME Test ID: 2024-02-13-18-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/14/2024
Date Tested: 02/13/2024
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.94
|
|
Highest adjust wet density
|
2.15
|
|
Relative compaction
|
90
|
|
% Moisture
|
10.9 %
|
|
Optimum Moisture
|
no data
|
