Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993646 DEA: 080R1414 EFIS: 0815000200
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R100.0/R125.0
Work Description: ROADWAY EXCAVATION, DESERT TORTOISE FENCE, AND BONDED FIBER MATRIX.
Location Description: SAN BERNARDINO COUNTY AT AND NEAR FENNER FROM ESSEX ROAD OVERCROSSING TO 4.5 MILES EAST OF WATER ROAD OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3800 Monroe Street, Indio Ca 92203
Resident Engineer: Anthony Doan Structure Rep.: Unknown
DIME Sample ID: 2022-10-05-37
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: 10/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/05/2022
The quantity of what the sample constitutes: 119SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 10052022 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: 2022-10-05-37-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/07/2022
Date Tested: 10/05/2022
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
|
1800 g/cc
|
|
Count or Density 1
|
862 g/cc
|
|
Count or Density 2
|
944 g/cc
|
|
Count or Density 3
|
890 g/cc
|
|
Standard Count Moisture
|
754 g/cc
|
|
Moisture Count 1
|
64 g/cc
|
|
Moisture Count 2
|
61 g/cc
|
|
Moisture Count 3
|
72 g/cc
|
|
Sum of Count or Density
|
2696 g/cc
|
|
Average of Count or Density
|
899 g/cc
|
|
Sum of Moisture Count
|
197 g/cc
|
|
Average of Moisture Count
|
66 g/cc
|
|
Count Ratio Density
|
0.5
|
|
Count Ratio Moisture
|
0.09
|
|
Calculated Percent Relative Compaction
|
95.5 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2022-10-05-37-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/07/2022
Date Tested: 10/05/2022
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
|
2.14
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
96
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
1 %
|
