Print Report | Back to Sample Detail

Sample Record for 2022-06-06-46

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

Project Information

Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R28.6/37.5
Work Description: REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT
Location Description: SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING
Contractor Name: SULLY - MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD. 400, BREA, CA 92821
Resident Engineer: Larry J Canuti Structure Rep.: Taghreed Al-khateeb

Sample Information

DIME Sample ID: 2022-06-06-46
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: 06/06/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/06/2022
The quantity of what the sample constitutes: 17940SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 6062022 TEST 07
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: OMAR G
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: 2022-06-06-46-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/17/2022
Date Tested: 06/06/2022
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 1530 g/cc
Count or Density 1 1164 g/cc
Count or Density 2 1107 g/cc
Count or Density 3 1077 g/cc
Count or Density 4 1156 g/cc
Count or Density 5 967 g/cc
Standard Count Moisture 632 g/cc
Moisture Count 1 81 g/cc
Moisture Count 2 68 g/cc
Moisture Count 3 66 g/cc
Moisture Count 4 85 g/cc
Moisture Count 5 79 g/cc
Sum of Count or Density 5471 g/cc
Average of Count or Density 1094 g/cc
Sum of Moisture Count 379 g/cc
Average of Moisture Count 76 g/cc
Count Ratio Density 0.72
Count Ratio Moisture 0.12
Calculated Percent Relative Compaction 95.5 %
Reported Percent Relative Compaction 96 %

Test 2 of 2

DIME Test ID: 2022-06-06-46-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/20/2022
Date Tested: 06/16/2022
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 1520 g/cc
Count or Density 1 1076 g/cc
Count or Density 2 1271 g/cc
Count or Density 3 1503 g/cc
Count or Density 4 1351 g/cc
Count or Density 5 1325 g/cc
Standard Count Moisture 637 g/cc
Moisture Count 1 106 g/cc
Moisture Count 2 101 g/cc
Moisture Count 3 80 g/cc
Moisture Count 4 107 g/cc
Moisture Count 5 97 g/cc
Sum of Count or Density 6526 g/cc
Average of Count or Density 1305 g/cc
Sum of Moisture Count 491 g/cc
Average of Moisture Count 98 g/cc
Count Ratio Density 0.86
Count Ratio Moisture 0.15
Calculated Percent Relative Compaction 97.2 %
Reported Percent Relative Compaction 97 %