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Sample Record for 2022-11-15-32

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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: 2022-11-15-32
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: 11/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/15/2022
The quantity of what the sample constitutes: 9984SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 11152022 TEST 04
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: 2022-11-15-32-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/18/2022
Date Tested: 11/15/2022
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: DENSITY SPEC 90%
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 2319 g/cc
Count or Density 1 1093 g/cc
Count or Density 2 1165 g/cc
Count or Density 3 1152 g/cc
Count or Density 4 1112 g/cc
Count or Density 5 1187 g/cc
Standard Count Moisture 811 g/cc
Moisture Count 1 105 g/cc
Moisture Count 2 115 g/cc
Moisture Count 3 101 g/cc
Moisture Count 4 120 g/cc
Moisture Count 5 111 g/cc
Sum of Count or Density 5709.00 g/cc
Average of Count or Density 1142.00 g/cc
Sum of Moisture Count 552.00 g/cc
Average of Moisture Count 110.00 g/cc
Count Ratio Density 0.49
Count Ratio Moisture 0.14
Calculated Percent Relative Compaction 93.6 %
Reported Percent Relative Compaction 94 %