Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214341 DEA: 081J2004 EFIS: 0817000237
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R21.5/R22.0
Work Description: EXTEND DECELARATION LANE
Location Description: SAN BERNARDINO COUNTY NEAR HESPERIA FROM 0.1 MILE NORTH OF ROUTE 15/138 SEPARATION TO GISH OVERHEAD
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Shaun Loza Structure Rep.: Ravinder Singh
DIME Sample ID: 2023-01-25-28
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: 01/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/25/2023
The quantity of what the sample constitutes: 17600SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 01252023Test 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: 2023-01-25-28-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/30/2023
Date Tested: 01/25/2023
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
|
1795 g/cc
|
|
Count or Density 1
|
1369 g/cc
|
|
Count or Density 2
|
1372 g/cc
|
|
Count or Density 3
|
1411 g/cc
|
|
Count or Density 4
|
1397 g/cc
|
|
Count or Density 5
|
1226 g/cc
|
|
Standard Count Moisture
|
765 g/cc
|
|
Moisture Count 1
|
86 g/cc
|
|
Moisture Count 2
|
92 g/cc
|
|
Moisture Count 3
|
123 g/cc
|
|
Moisture Count 4
|
124 g/cc
|
|
Moisture Count 5
|
111 g/cc
|
|
Sum of Count or Density
|
6775 g/cc
|
|
Average of Count or Density
|
1355 g/cc
|
|
Sum of Moisture Count
|
536 g/cc
|
|
Average of Moisture Count
|
107 g/cc
|
|
Count Ratio Density
|
0.75
|
|
Count Ratio Moisture
|
0.14
|
|
Calculated Percent Relative Compaction
|
95.7 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2023-01-25-28-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/30/2023
Date Tested: 01/25/2023
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
|
2.2
|
|
Highest adjust wet density
|
2.3
|
|
Relative compaction
|
96
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
1 %
|
