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Sample Record for 2023-03-14-11

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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: 2023-03-14-11
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: 03/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/14/2023
The quantity of what the sample constitutes: 17955SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 03142023TEST 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 1

DIME Test ID: 2023-03-14-11-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/20/2023
Date Tested: 03/14/2023
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 1668 g/cc
Count or Density 1 1006 g/cc
Count or Density 2 1016 g/cc
Count or Density 3 1006 g/cc
Count or Density 4 1057 g/cc
Count or Density 5 1003 g/cc
Standard Count Moisture 624 g/cc
Moisture Count 1 83 g/cc
Moisture Count 2 100 g/cc
Moisture Count 3 101 g/cc
Moisture Count 4 82 g/cc
Moisture Count 5 93 g/cc
Sum of Count or Density 5088.00 g/cc
Average of Count or Density 1018.00 g/cc
Sum of Moisture Count 459.00 g/cc
Average of Moisture Count 92.00 g/cc
Count Ratio Density 0.61
Count Ratio Moisture 0.15
Calculated Percent Relative Compaction 90.9 %
Reported Percent Relative Compaction 91 %