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: 2022-07-14-10
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: 07/14/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2022
The quantity of what the sample constitutes: 327SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 07142022 TEST 01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CTM 231 TEST LOCATION
The fabricator's/manufacturer's product name for the sample: omar G G
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: AT THE JOB SITE
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-07-14-10-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/15/2022
Date Tested: 07/14/2022
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
|
1815 g/cc
|
|
Count or Density 1
|
1285 g/cc
|
|
Count or Density 2
|
1181 g/cc
|
|
Count or Density 3
|
1062 g/cc
|
|
Standard Count Moisture
|
645 g/cc
|
|
Moisture Count 1
|
107 g/cc
|
|
Moisture Count 2
|
74 g/cc
|
|
Moisture Count 3
|
108 g/cc
|
|
Sum of Count or Density
|
3528 g/cc
|
|
Average of Count or Density
|
1176 g/cc
|
|
Sum of Moisture Count
|
289 g/cc
|
|
Average of Moisture Count
|
96 g/cc
|
|
Count Ratio Density
|
0.65
|
|
Count Ratio Moisture
|
0.15
|
|
Calculated Percent Relative Compaction
|
95.8 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2022-07-14-10-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/15/2022
Date Tested: 07/14/2022
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
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No
|
|
In-place wet density
|
2.06
|
|
Highest adjust wet density
|
2.15
|
|
Relative compaction
|
96
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
1.0 %
|
