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Sample Record for 2023-09-19-24

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

Project Information

Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R28.6/37.5
Work Description: REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT
Location Description: SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING
Contractor Name: SULLY - MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD. 400, BREA, CA 92821
Resident Engineer: Larry J Canuti Structure Rep.: Taghreed Al-khateeb

Sample Information

DIME Sample ID: 2023-09-19-24
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: 09/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2023
The quantity of what the sample constitutes: 336SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 92023 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: 2023-09-19-24-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/22/2023
Date Tested: 09/19/2023
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 2494 g/cc
Count or Density 1 2354 g/cc
Count or Density 2 2312 g/cc
Count or Density 3 2214 g/cc
Standard Count Moisture 763 g/cc
Moisture Count 1 86 g/cc
Moisture Count 2 77 g/cc
Moisture Count 3 85 g/cc
Sum of Count or Density 6880 g/cc
Average of Count or Density 2293 g/cc
Sum of Moisture Count 248 g/cc
Average of Moisture Count 83 g/cc
Count Ratio Density 0.92
Count Ratio Moisture 0.11
Calculated Percent Relative Compaction 93.8 %
Reported Percent Relative Compaction 94 %

Test 2 of 2

DIME Test ID: 2023-09-19-24-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/22/2023
Date Tested: 09/19/2023
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 2.12
Highest adjust wet density 2.28
Relative compaction 93
% Moisture no data
Optimum Moisture 1 %