Sample Record for 2025-11-05-32
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001806 DEA: 081R7304 EFIS: 0825000112
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-138-R18.90(30.42) / 19.50(31.38)
Work Description: Director's Order to Install Drainage System
Location Description: In County of San Bernardino, from 0.6 mile west of Summit Post Office Road to Summit Post Office Road
Contractor Name: Steve P Rados Inc
Contractor Address: 2002 E McFadden Ave, Santa Ana, CA 92705
Resident Engineer: Roberto Flores Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-11-05-32
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: Aggregate
Sample Taken Date: 11/05/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/05/2025
The quantity of what the sample constitutes: 17205g
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
Material Information
Source Identification (SMARA, name of Pit or Job Site): Job Site Material
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: SR-138 EB, PM 19.2, Sta:190+13.50
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: mineral filler
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2025-11-05-32-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/06/2025
Date Tested: 11/05/2025
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: 90%
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
3286 g/cc
|
|
Average of Count or Density
|
1095 g/cc
|
|
Sum of Moisture Count
|
348 g/cc
|
|
Average of Moisture Count
|
116 g/cc
|
|
Count Ratio Density
|
0.66
|
|
Count Ratio Moisture
|
0.18
|
|
Calculated Percent Relative Compaction
|
90.5 %
|
|
Reported Percent Relative Compaction
|
91 %
|
Test 2 of 2
DIME Test ID: 2025-11-05-32-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 11/06/2025
Date Tested: 11/05/2025
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: 90%
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
91
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
