Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994068 DEA: 081C7204 EFIS: 0813000003
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R96.1/R124.3
Work Description: IMPORTED BORROW, SHOULDER BACKING, AND STRUCTURAL CONCRETE.
Location Description: SAN BERNARDINO ABOUT 22 MILES NORTHEAST OF BARSTOW AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF HARVARD ROAD OVERCROSSING TO 0.1 MILE NORTH OF RASOR ROAD OVERCROSSING
Contractor Name: SKANSKA USA CIVIL
Contractor Address: 1995 AGUA MANSA RD, RIVERSIDE, CA 92509
Resident Engineer: Thanh Pham Structure Rep.: Unknown
DIME Sample ID: 2023-01-10-10
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: 01/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/10/2023
The quantity of what the sample constitutes: 13000SQF
A brief description of the sample: CTM231 TEST 01
From where was the sample collected: Job Site
Laboratory sample identification: 01102023 TEST 01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company
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: 2023-01-10-10-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/13/2023
Date Tested: 01/10/2023
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 90%
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.13
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
95
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
1 %
|
DIME Test ID: 2023-01-10-10-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/13/2023
Date Tested: 01/10/2023
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 90%
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1804 g/cc
|
|
Count or Density 1
|
894 g/cc
|
|
Count or Density 2
|
931 g/cc
|
|
Count or Density 3
|
937 g/cc
|
|
Count or Density 4
|
1028 g/cc
|
|
Count or Density 5
|
1061 g/cc
|
|
Standard Count Moisture
|
759 g/cc
|
|
Moisture Count 1
|
89 g/cc
|
|
Moisture Count 2
|
100 g/cc
|
|
Moisture Count 3
|
62 g/cc
|
|
Moisture Count 4
|
69 g/cc
|
|
Moisture Count 5
|
62 g/cc
|
|
Sum of Count or Density
|
4851 g/cc
|
|
Average of Count or Density
|
970 g/cc
|
|
Sum of Moisture Count
|
382 g/cc
|
|
Average of Moisture Count
|
76 g/cc
|
|
Count Ratio Density
|
0.54
|
|
Count Ratio Moisture
|
0.1
|
|
Calculated Percent Relative Compaction
|
95.1 %
|
|
Reported Percent Relative Compaction
|
95 %
|
