Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000663 DEA: 081J3304 EFIS: 0818000019
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD, -15-160.9/161.5
Work Description: BUILDING WORK.
Location Description: SAN BERNARDINO COUNTY NEAR MOUNTAIN PASS FROM 0.2 MILE SOUTH TO 0.4 MILE NORTH OF VALLEY WELLS SAFETY ROADSIDE REST AREA
Contractor Name: TSI ENGINEERING, INC.
Contractor Address: Unknown
Resident Engineer: Khoa Nguyen Structure Rep.: Unknown
DIME Sample ID: 2025-09-25-43
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: Acceptance
Type of Material: Soil
Sample Taken Date: 09/25/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/25/2025
The quantity of what the sample constitutes: 13.4 kg
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification:
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: Rte 15, PM 160.5, Subgrade of Septic Tank.
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-09-25-43-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/26/2025
Date Tested: 09/25/2025
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: Density Spec 95%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
1742 g/cc
|
|
Count or Density 1
|
1785 g/cc
|
|
Count or Density 2
|
1789 g/cc
|
|
Count or Density 3
|
1783 g/cc
|
|
Standard Count Moisture
|
581 g/cc
|
|
Moisture Count 1
|
95 g/cc
|
|
Moisture Count 2
|
94 g/cc
|
|
Moisture Count 3
|
91 g/cc
|
|
Sum of Count or Density
|
5357 g/cc
|
|
Average of Count or Density
|
1786 g/cc
|
|
Sum of Moisture Count
|
280 g/cc
|
|
Average of Moisture Count
|
93 g/cc
|
|
Count Ratio Density
|
1.03
|
|
Count Ratio Moisture
|
0.16
|
|
Calculated Percent Relative Compaction
|
91.2 %
|
|
Reported Percent Relative Compaction
|
91 %
|
DIME Test ID: 2025-09-25-43-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/26/2025
Date Tested: 09/26/2025
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: Density Spec 95%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.08
|
|
Highest adjust wet density
|
2.28
|
|
Relative compaction
|
91
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
