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: 2022-08-17-17
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: 08/17/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/17/2022
The quantity of what the sample constitutes: 121SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 08172022TEST 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:
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: 2022-08-17-17-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/19/2022
Date Tested: 08/17/2022
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: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
1531 g/cc
|
|
Count or Density 1
|
403 g/cc
|
|
Count or Density 2
|
576 g/cc
|
|
Count or Density 3
|
398 g/cc
|
|
Standard Count Moisture
|
632 g/cc
|
|
Moisture Count 1
|
131 g/cc
|
|
Moisture Count 2
|
153 g/cc
|
|
Moisture Count 3
|
146 g/cc
|
|
Sum of Count or Density
|
1377.00 g/cc
|
|
Average of Count or Density
|
459.00 g/cc
|
|
Sum of Moisture Count
|
430.00 g/cc
|
|
Average of Moisture Count
|
143.00 g/cc
|
|
Count Ratio Density
|
0.30
|
|
Count Ratio Moisture
|
0.23
|
|
Calculated Percent Relative Compaction
|
87.6 %
|
|
Reported Percent Relative Compaction
|
88 %
|
DIME Test ID: 2022-08-17-17-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/19/2022
Date Tested: 08/17/2022
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: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.04
|
|
Highest adjust wet density
|
2.33
|
|
Relative compaction
|
88
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
1.0 %
|
