Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-0.0/13.2
Work Description: Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description: LA/SBD County Line to PM 13.2 near I-15
Contractor Name: Lane-Security Paving Joint Venture
Contractor Address: 3450 Centre Lake Drive, 1st Floor, Ontario, CA 91761
Resident Engineer: Jose Corona Structure Rep.: Luis Negrete
DIME Sample ID: 2023-06-05-25
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Blythe Field Testing Laboratory
Sample Organization Contact: 9096015132
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 06/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2023
The quantity of what the sample constitutes: 17996SQF
A brief description of the sample: SOIL
From where was the sample collected: Job Site
Laboratory sample identification: 06052023TEST 02
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CTM 231 TEST LOCATION
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: AT THE JOBSITE
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-06-05-25-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/09/2023
Date Tested: 06/05/2023
Submitted By Organization: CT D08 - Blythe Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: brian.teh@dot.ca.gov
Organization Phone: (909) 601-5132
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1829 g/cc
|
|
Count or Density 1
|
980 g/cc
|
|
Count or Density 2
|
1095 g/cc
|
|
Count or Density 3
|
819 g/cc
|
|
Count or Density 4
|
895 g/cc
|
|
Count or Density 5
|
863 g/cc
|
|
Standard Count Moisture
|
583 g/cc
|
|
Moisture Count 1
|
77 g/cc
|
|
Moisture Count 2
|
83 g/cc
|
|
Moisture Count 3
|
89 g/cc
|
|
Moisture Count 4
|
85 g/cc
|
|
Moisture Count 5
|
84 g/cc
|
|
Sum of Count or Density
|
4652 g/cc
|
|
Average of Count or Density
|
930 g/cc
|
|
Sum of Moisture Count
|
418 g/cc
|
|
Average of Moisture Count
|
84 g/cc
|
|
Count Ratio Density
|
0.51
|
|
Count Ratio Moisture
|
0.14
|
|
Calculated Percent Relative Compaction
|
97.7 %
|
|
Reported Percent Relative Compaction
|
98 %
|
DIME Test ID: 2023-06-05-25-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/09/2023
Date Tested: 06/05/2023
Submitted By Organization: CT D08 - Blythe Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: brian.teh@dot.ca.gov
Organization Phone: (909) 601-5132
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.14
|
|
Highest adjust wet density
|
2.19
|
|
Relative compaction
|
98
|
|
% Moisture
|
1 %
|
|
Optimum Moisture
|
no data
|
