Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000606 DEA: 081J3004 EFIS: 0818000016
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-18-90.9/R96.6
Work Description: HMA (TYPE A), MOD SIGNAL & LTG SYSTEMS, & COLD PLANE AC PVMT.
Location Description: SAN BERNARDINO COUNTY IN AND NEAR VICTORVILLE FROM APPLE VALLEY INN ROAD TO ROUTE 15/18 SEPARATION
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD #400, BREA CA 92821
Resident Engineer: Alfonso Gonzalez Structure Rep.: Unknown
DIME Sample ID: 2025-07-02-25
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: 07/02/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2025
The quantity of what the sample constitutes: 19.5 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 18, PM 95.35, Station: "SW" 11+40 to 11+75, future barrier slab (sidewalk).
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-07-02-25-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/21/2025
Date Tested: 07/02/2025
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:
|
Standard Count Density
|
1716 g/cc
|
|
Count or Density 1
|
1731 g/cc
|
|
Count or Density 2
|
1856 g/cc
|
|
Count or Density 3
|
1903 g/cc
|
|
Standard Count Moisture
|
746 g/cc
|
|
Moisture Count 1
|
42 g/cc
|
|
Moisture Count 2
|
39 g/cc
|
|
Moisture Count 3
|
36 g/cc
|
|
Sum of Count or Density
|
5490 g/cc
|
|
Average of Count or Density
|
1830 g/cc
|
|
Sum of Moisture Count
|
117 g/cc
|
|
Average of Moisture Count
|
39 g/cc
|
|
Count Ratio Density
|
1.07
|
|
Count Ratio Moisture
|
0.05
|
|
Calculated Percent Relative Compaction
|
95.1 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2025-07-02-25-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/21/2025
Date Tested: 07/02/2025
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
|
1.94
|
|
Highest adjust wet density
|
2.04
|
|
Relative compaction
|
95
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
