Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2022-10-14-10
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: 10/14/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/14/2022
The quantity of what the sample constitutes: 11500SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 10142022 TEST 02
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CTM 231 TEST LOCATION
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:
DIME Test ID: 2022-10-14-10-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/17/2022
Date Tested: 10/14/2022
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
|
1880 g/cc
|
|
Count or Density 1
|
1018 g/cc
|
|
Count or Density 2
|
1136 g/cc
|
|
Count or Density 3
|
1122 g/cc
|
|
Count or Density 4
|
974 g/cc
|
|
Count or Density 5
|
1091 g/cc
|
|
Standard Count Moisture
|
586 g/cc
|
|
Moisture Count 1
|
82 g/cc
|
|
Moisture Count 2
|
65 g/cc
|
|
Moisture Count 3
|
66 g/cc
|
|
Moisture Count 4
|
75 g/cc
|
|
Moisture Count 5
|
65 g/cc
|
|
Sum of Count or Density
|
5341 g/cc
|
|
Average of Count or Density
|
1068 g/cc
|
|
Sum of Moisture Count
|
353 g/cc
|
|
Average of Moisture Count
|
71 g/cc
|
|
Count Ratio Density
|
0.57
|
|
Count Ratio Moisture
|
0.12
|
|
Calculated Percent Relative Compaction
|
95.9 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2022-10-14-10-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/17/2022
Date Tested: 10/14/2022
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:
|
Is oversize material
|
Yes
|
|
In-place wet density
|
2.24
|
|
Corrected density
|
2.34
|
|
Relative compaction
|
96
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
1 %
|
