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Sample Record for 2023-06-27-44

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

Project Information

Project ID: 993646 DEA: 080R1414 EFIS: 0815000200 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R100.0/R125.0
Work Description: ROADWAY EXCAVATION, DESERT TORTOISE FENCE, AND BONDED FIBER MATRIX.
Location Description: SAN BERNARDINO COUNTY AT AND NEAR FENNER FROM ESSEX ROAD OVERCROSSING TO 4.5 MILES EAST OF WATER ROAD OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3800 Monroe Street, Indio Ca 92203
Resident Engineer: Anthony Doan Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-27-44
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Blythe Field Testing Laboratory
Sample Organization Contact: 9096015132
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 06/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/27/2023
The quantity of what the sample constitutes: 15000SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 06272023TEST 03
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 1

DIME Test ID: 2023-06-27-44-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/28/2023
Date Tested: 06/27/2023
Submitted By Organization: CT D08 - Blythe Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: brian.teh@dot.ca.gov
Organization Phone: (909) 601-5132
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1775 g/cc
Count or Density 1 1638 g/cc
Count or Density 2 1625 g/cc
Count or Density 3 1680 g/cc
Count or Density 4 1669 g/cc
Count or Density 5 1622 g/cc
Standard Count Moisture 764 g/cc
Moisture Count 1 60 g/cc
Moisture Count 2 65 g/cc
Moisture Count 3 67 g/cc
Moisture Count 4 73 g/cc
Moisture Count 5 73 g/cc
Sum of Count or Density 8234 g/cc
Average of Count or Density 1647 g/cc
Sum of Moisture Count 338 g/cc
Average of Moisture Count 68 g/cc
Count Ratio Density 0.93
Count Ratio Moisture 0.09
Calculated Percent Relative Compaction 95.8 %
Reported Percent Relative Compaction 96 %