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: 2023-05-09-21
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: 05/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2023
The quantity of what the sample constitutes: 18000SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 05092023 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: 2023-05-09-21-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/10/2023
Date Tested: 05/09/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1503 g/cc
|
|
Count or Density 1
|
771 g/cc
|
|
Count or Density 2
|
646 g/cc
|
|
Count or Density 3
|
759 g/cc
|
|
Count or Density 4
|
609 g/cc
|
|
Count or Density 5
|
686 g/cc
|
|
Standard Count Moisture
|
625 g/cc
|
|
Moisture Count 1
|
110 g/cc
|
|
Moisture Count 2
|
121 g/cc
|
|
Moisture Count 3
|
126 g/cc
|
|
Moisture Count 4
|
134 g/cc
|
|
Moisture Count 5
|
125 g/cc
|
|
Sum of Count or Density
|
3471 g/cc
|
|
Average of Count or Density
|
694 g/cc
|
|
Sum of Moisture Count
|
616 g/cc
|
|
Average of Moisture Count
|
123 g/cc
|
|
Count Ratio Density
|
0.46
|
|
Count Ratio Moisture
|
0.2
|
|
Calculated Percent Relative Compaction
|
96.1 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2023-05-09-21-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/10/2023
Date Tested: 05/09/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.23
|
|
Highest adjust wet density
|
2.32
|
|
Relative compaction
|
96
|
|
% Moisture
|
1 %
|
|
Optimum Moisture
|
no data
|
