Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215315 DEA: 081H8304 EFIS: 0817000139
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD,SBD-138-0/2.3
Work Description: CONSTRUCT 4' MEDIAN
Location Description: SAN BERNARDINO COUNTY ALONG ROUTE 138
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 213 E Columbia Way, Lancaster, CA 93552
Resident Engineer: Mauricio Santa Cruz Structure Rep.: Unknown
DIME Sample ID: 2022-05-09-24
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: 05/09/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2022
The quantity of what the sample constitutes: 6435 SQFT
A brief description of the sample: SOIL
From where was the sample collected: Job Site
Laboratory sample identification: 05092022 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: LARRY FRANCISCO
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: 2022-05-09-24-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/11/2022
Date Tested: 05/09/2022
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
|
1824 g/cc
|
|
Count or Density 1
|
1356 g/cc
|
|
Count or Density 2
|
1584 g/cc
|
|
Count or Density 3
|
1540 g/cc
|
|
Standard Count Moisture
|
684 g/cc
|
|
Moisture Count 1
|
101 g/cc
|
|
Moisture Count 2
|
81 g/cc
|
|
Moisture Count 3
|
90 g/cc
|
|
Sum of Count or Density
|
4480.00 g/cc
|
|
Average of Count or Density
|
1493.00 g/cc
|
|
Sum of Moisture Count
|
272.00 g/cc
|
|
Average of Moisture Count
|
91.00 g/cc
|
|
Count Ratio Density
|
0.82
|
|
Count Ratio Moisture
|
0.13
|
|
Calculated Percent Relative Compaction
|
97.3 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2022-05-09-24-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/11/2022
Date Tested: 05/09/2022
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
|
No
|
|
In-place wet density
|
2.20
|
|
Highest adjust wet density
|
2.26
|
|
Relative compaction
|
97
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
1.0 %
|
