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Sample Record for 2023-09-26-33

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

Project Information

Project ID: 994311 DEA: 080R1704 EFIS: 0812000028 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R25.0/R50.0
Work Description: CONSTRUCT CSP, CSPA, SSPPA, STR CONC HW, IB, BFM, RSP, & MGS.
Location Description: SAN BERNARDINO COUNTY AT NEWBERRY SPRINGS AND LUDLOW FROM 1.6 MILES EAST OF FORT CADY ROAD OVERCROSSING TO CRUCERO ROAD UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Thanh Pham Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-09-26-33
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: 09/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/26/2023
The quantity of what the sample constitutes: 96 SQF
A brief description of the sample: SOIL COMPACTION
From where was the sample collected: Job Site
Laboratory sample identification: 092620223TEST 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 on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-09-26-33-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/29/2023
Date Tested: 09/26/2023
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 95%
Test Result Compliance: does not comply
Additional Comments When Verified:
Standard Count Density 1844 g/cc
Count or Density 1 1414 g/cc
Count or Density 2 1273 g/cc
Count or Density 3 1450 g/cc
Standard Count Moisture 583 g/cc
Moisture Count 1 73 g/cc
Moisture Count 2 83 g/cc
Moisture Count 3 88 g/cc
Sum of Count or Density 4137 g/cc
Average of Count or Density 1379 g/cc
Sum of Moisture Count 244 g/cc
Average of Moisture Count 81 g/cc
Count Ratio Density 0.75
Count Ratio Moisture 0.14
Calculated Percent Relative Compaction 84.1 %
Reported Percent Relative Compaction 84 %

Test 2 of 2

DIME Test ID: 2023-09-26-33-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/29/2023
Date Tested: 09/26/2023
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 95%
Test Result Compliance: does not comply
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.9
Highest adjust wet density 2.26
Relative compaction 84
% Moisture no data
Optimum Moisture 1 %