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: 2024-03-04-24
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: 03/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/04/2024
The quantity of what the sample constitutes: 145 CY
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 24-0382
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: I.E. Engineering
The fabricator's/manufacturer's product name for the sample: Aggregate Base
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: From various locations at Aggregate Base
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-03-04-24-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/13/2024
Date Tested: 03/04/2024
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: complies
Additional Comments When Verified:
|
Standard Count Density
|
2019 g/cc
|
|
Count or Density 1
|
1440 g/cc
|
|
Count or Density 2
|
1486 g/cc
|
|
Count or Density 3
|
1459 g/cc
|
|
Standard Count Moisture
|
662 g/cc
|
|
Moisture Count 1
|
99 g/cc
|
|
Moisture Count 2
|
88 g/cc
|
|
Moisture Count 3
|
82 g/cc
|
|
Sum of Count or Density
|
4385.00 g/cc
|
|
Average of Count or Density
|
1462.00 g/cc
|
|
Sum of Moisture Count
|
269.00 g/cc
|
|
Average of Moisture Count
|
90.00 g/cc
|
|
Count Ratio Density
|
0.72
|
|
Count Ratio Moisture
|
0.14
|
|
Calculated Percent Relative Compaction
|
98.1 %
|
|
Reported Percent Relative Compaction
|
98 %
|
DIME Test ID: 2024-03-04-24-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/13/2024
Date Tested: 03/04/2024
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: complies
Additional Comments When Verified:
|
Is oversize material
|
Yes
|
|
In-place wet density
|
2.29
|
|
Percentage passing 3/4 in. sieve
|
89 %
|
|
Percentage retained on 3/4 in. sieve
|
11 %
|
|
Specific gravity of material passing 3/4 in. sieve
|
2.3
|
|
Specific gravity of material retained on 3/4 in. sieve
|
2.65 %
|
|
Coefficient for 3/4 in. aggregate
|
1.00
|
|
Corrected density
|
2.33
|
|
Relative compaction
|
98
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
