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: 2022-12-18-11
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Sample Organization Contact: (760) 252-9216
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 12/18/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/18/2023
The quantity of what the sample constitutes: 17094SQF
A brief description of the sample: SOIL
From where was the sample collected: Job Site
Laboratory sample identification: 01182023TEST 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: 2022-12-18-11-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/20/2023
Date Tested: 01/18/2023
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1749 g/cc
|
|
Count or Density 1
|
802 g/cc
|
|
Count or Density 2
|
927 g/cc
|
|
Count or Density 3
|
971 g/cc
|
|
Count or Density 4
|
915 g/cc
|
|
Count or Density 5
|
975 g/cc
|
|
Standard Count Moisture
|
585 g/cc
|
|
Moisture Count 1
|
105 g/cc
|
|
Moisture Count 2
|
106 g/cc
|
|
Moisture Count 3
|
117 g/cc
|
|
Moisture Count 4
|
119 g/cc
|
|
Moisture Count 5
|
109 g/cc
|
|
Sum of Count or Density
|
4590.00 g/cc
|
|
Average of Count or Density
|
918.00 g/cc
|
|
Sum of Moisture Count
|
556.00 g/cc
|
|
Average of Moisture Count
|
111.00 g/cc
|
|
Count Ratio Density
|
0.52
|
|
Count Ratio Moisture
|
0.19
|
|
Calculated Percent Relative Compaction
|
96.5 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2022-12-18-11-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/20/2023
Date Tested: 01/18/2023
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.20
|
|
Highest adjust wet density
|
2.28
|
|
Relative compaction
|
96
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
1.0 %
|
