Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215109 DEA: 081C8504 EFIS: 0813000047
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-0.0/5.8
Work Description: ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 MONROE STREET, INDIO, CA 92203
Resident Engineer: Osama Abdalla Structure Rep.: Ryan Kash (Reports)
DIME Sample ID: 2022-03-12-5
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: 03/12/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/12/2022
The quantity of what the sample constitutes: 636SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 03122022TEST 04
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: 2022-03-12-5-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/14/2022
Date Tested: 03/12/2022
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
|
1839 g/cc
|
Count or Density 1
|
1053 g/cc
|
Count or Density 2
|
1109 g/cc
|
Count or Density 3
|
1024 g/cc
|
Standard Count Moisture
|
724 g/cc
|
Moisture Count 1
|
124 g/cc
|
Moisture Count 2
|
127 g/cc
|
Moisture Count 3
|
133 g/cc
|
Sum of Count or Density
|
3186.00 g/cc
|
Average of Count or Density
|
1062.00 g/cc
|
Sum of Moisture Count
|
384.00 g/cc
|
Average of Moisture Count
|
128.00 g/cc
|
Count Ratio Density
|
0.58
|
Count Ratio Moisture
|
0.18
|
Calculated Percent Relative Compaction
|
95.8 %
|
Reported Percent Relative Compaction
|
96 %
|