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Sample Record for 2022-05-03-13

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Project Information

Project ID: 215315 DEA: 081H8304 EFIS: 0817000139 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD,SBD-138-0/2.3
Work Description: CONSTRUCT 4' MEDIAN
Location Description: SAN BERNARDINO COUNTY ALONG ROUTE 138
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 213 E Columbia Way, Lancaster, CA 93552
Resident Engineer: Mauricio Santa Cruz Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-05-03-13
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: 05/03/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/03/2022
The quantity of what the sample constitutes: 10400 SQFT
A brief description of the sample: SOIL
From where was the sample collected: Job Site
Laboratory sample identification: 05032022 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: LARRY FRANCISCO
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 1

DIME Test ID: 2022-05-03-13-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/04/2022
Date Tested: 05/03/2022
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 1804 g/cc
Count or Density 1 1404 g/cc
Count or Density 2 1454 g/cc
Count or Density 3 1472 g/cc
Count or Density 4 1362 g/cc
Count or Density 5 1433 g/cc
Standard Count Moisture 749 g/cc
Moisture Count 1 64 g/cc
Moisture Count 2 90 g/cc
Moisture Count 3 89 g/cc
Moisture Count 4 92 g/cc
Moisture Count 5 72 g/cc
Sum of Count or Density 7125.00 g/cc
Average of Count or Density 1425.00 g/cc
Sum of Moisture Count 407.00 g/cc
Average of Moisture Count 81.00 g/cc
Count Ratio Density 0.79
Count Ratio Moisture 0.11
Calculated Percent Relative Compaction 97.8 %
Reported Percent Relative Compaction 98 %