Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993848 DEA: 081N0704 EFIS: 0822000087
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R140.8/R148.5
Work Description: GRAVEL MULCH, ROCK BLANKET, AND IMPORTED BORROW
Location Description: SAN BERNARDINO COUNTY IN NEEDLES AT VARIOUS LOCATIONS FROM NEEDLES HIGHWAY TO FIVE MILE ROAD
Contractor Name: Griffith Company
Contractor Address: 3050 E. Birch Street, Brea, California 92821
Resident Engineer: Dave Benson Structure Rep.: jegbefume adodo
DIME Sample ID: 2023-02-23-6
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: 02/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/23/2023
The quantity of what the sample constitutes: 6600sqf
A brief description of the sample: CTM231 TEST 01
From where was the sample collected: Job Site
Laboratory sample identification: 02232023 test 01
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: 2023-02-23-6-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/27/2023
Date Tested: 02/23/2023
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
|
1678 g/cc
|
|
Count or Density 1
|
824 g/cc
|
|
Count or Density 2
|
763 g/cc
|
|
Count or Density 3
|
778 g/cc
|
|
Count or Density 4
|
826 g/cc
|
|
Count or Density 5
|
858 g/cc
|
|
Standard Count Moisture
|
629 g/cc
|
|
Moisture Count 1
|
93 g/cc
|
|
Moisture Count 2
|
93 g/cc
|
|
Moisture Count 3
|
80 g/cc
|
|
Moisture Count 4
|
59 g/cc
|
|
Moisture Count 5
|
98 g/cc
|
|
Sum of Count or Density
|
4049.00 g/cc
|
|
Average of Count or Density
|
810.00 g/cc
|
|
Sum of Moisture Count
|
423.00 g/cc
|
|
Average of Moisture Count
|
85.00 g/cc
|
|
Count Ratio Density
|
0.48
|
|
Count Ratio Moisture
|
0.14
|
|
Calculated Percent Relative Compaction
|
97 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2023-02-23-6-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/27/2023
Date Tested: 02/23/2023
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
|
2.3
|
|
Relative compaction
|
97
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
1.0 %
|
