Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214341 DEA: 081J2004 EFIS: 0817000237
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R21.5/R22.0
Work Description: EXTEND DECELARATION LANE
Location Description: SAN BERNARDINO COUNTY NEAR HESPERIA FROM 0.1 MILE NORTH OF ROUTE 15/138 SEPARATION TO GISH OVERHEAD
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Shaun Loza Structure Rep.: Ravinder Singh
DIME Sample ID: 2022-12-14-10
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: 12/14/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/14/2022
The quantity of what the sample constitutes: 990SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 12142022 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:
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: 2022-12-14-10-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/16/2022
Date Tested: 12/14/2022
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
|
1940 g/cc
|
|
Count or Density 1
|
724 g/cc
|
|
Count or Density 2
|
893 g/cc
|
|
Count or Density 3
|
982 g/cc
|
|
Standard Count Moisture
|
619 g/cc
|
|
Moisture Count 1
|
114 g/cc
|
|
Moisture Count 2
|
91 g/cc
|
|
Moisture Count 3
|
85 g/cc
|
|
Sum of Count or Density
|
2599.00 g/cc
|
|
Average of Count or Density
|
866.00 g/cc
|
|
Sum of Moisture Count
|
290.00 g/cc
|
|
Average of Moisture Count
|
97.00 g/cc
|
|
Count Ratio Density
|
0.45
|
|
Count Ratio Moisture
|
0.16
|
|
Calculated Percent Relative Compaction
|
95.8 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2022-12-14-10-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/16/2022
Date Tested: 12/14/2022
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
|
No
|
|
In-place wet density
|
2.28
|
|
Highest adjust wet density
|
2.39
|
|
Relative compaction
|
95
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
1.0 %
|
