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Sample Record for 2022-04-05-4

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215050 DEA: 080R1424 EFIS: 0815000201 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R125.0/R154.6
Work Description: ROADWAY EXCAVATION, IMPORT BORROW AND REGRADE THE MEDIAN SLOPE.
Location Description: SAN BERNARDINO COUNTY FROM 4.5 MILES EAST OF HOMER WASH BRIDGE TO ARIZONA STATE LINE
Contractor Name: Ames Construction
Contractor Address: 391 N. MAIN STREET, CORONA CA 92880
Resident Engineer: Darcy Davis Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-04-05-4
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: 04/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/05/2022
The quantity of what the sample constitutes: 240 SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 04052022 test 01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CTM 231 TEST LOCATION

Material Information

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:

Test Results

Test 1 of 2

DIME Test ID: 2022-04-05-4-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/06/2022
Date Tested: 04/05/2022
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 1896 g/cc
Count or Density 1 954 g/cc
Count or Density 2 901 g/cc
Count or Density 3 911 g/cc
Standard Count Moisture 589 g/cc
Moisture Count 1 96 g/cc
Moisture Count 2 101 g/cc
Moisture Count 3 100 g/cc
Sum of Count or Density 2766.00 g/cc
Average of Count or Density 922.00 g/cc
Sum of Moisture Count 297.00 g/cc
Average of Moisture Count 99.00 g/cc
Count Ratio Density 0.49
Count Ratio Moisture 0.17
Calculated Percent Relative Compaction 95.6 %
Reported Percent Relative Compaction 96 %

Test 2 of 2

DIME Test ID: 2022-04-05-4-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/06/2022
Date Tested: 04/05/2022
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 2.18
Highest adjust wet density 2.28
Relative compaction 96
% Moisture no data
Optimum Moisture 1.0 %