Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210829 DEA: 07302904 EFIS: 0713000478
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-C43.9/C46.4
Work Description: REPLACE CONCRETE SLABS/PAVEMENT.
Location Description: IN LA, RT 5 TRUCK LANES CNTY LN ROAD OVERHEAD TO 0.2 MILE SOUTH OF WELDON CANYON OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Abdul Al Jamal Structure Rep.: Addis Ambaye
DIME Sample ID: 2024-09-26-68
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: 09/26/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/26/2024
The quantity of what the sample constitutes: 64 sy
A brief description of the sample: C-54, Galvez and CA-27
From where was the sample collected: Job Site
Laboratory sample identification: 24-2974
Structure unique identifier:
Structure name: C-54, Galvez and CA-27
The fabricator/manufacturer/facility name: Job Site
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: C-54, Galvez and CA-27
Where the material sample would have been placed if not sampled: Job Site
DIME Test ID: 2024-09-26-68-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/03/2024
Date Tested: 10/03/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
2163 g/cc
|
|
Count or Density 1
|
2.13 g/cc
|
|
Count or Density 2
|
2.1 g/cc
|
|
Count or Density 3
|
2.1 g/cc
|
|
Standard Count Moisture
|
625 g/cc
|
|
Moisture Count 1
|
0.23 g/cc
|
|
Moisture Count 2
|
0.23 g/cc
|
|
Moisture Count 3
|
0.24 g/cc
|
|
Sum of Count or Density
|
6.33 g/cc
|
|
Average of Count or Density
|
2.11 g/cc
|
|
Sum of Moisture Count
|
0.7 g/cc
|
|
Average of Moisture Count
|
0.23 g/cc
|
|
Calculated Percent Relative Compaction
|
94.2 %
|
|
Reported Percent Relative Compaction
|
94 %
|
DIME Test ID: 2024-09-26-68-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/03/2024
Date Tested: 10/03/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.11
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
94
|
|
% Moisture
|
12.2 %
|
|
Optimum Moisture
|
no data
|
