Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994744 DEA: 072XG504 EFIS: 0723000149
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-66.3/67.3
Work Description:
Location Description:
Contractor Name: Powell Constructors Inc
Contractor Address: Unknown
Resident Engineer: Ridwan Salman Structure Rep.: Torch Rivera
DIME Sample ID: 2023-05-23-27
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 05/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/24/2023
The quantity of what the sample constitutes: 135 CY
A brief description of the sample: Embankment
From where was the sample collected: Job Site
Laboratory sample identification: 23-0706
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SGV Construction
The fabricator's/manufacturer's product name for the sample: Embankment
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: from various location at Embankment
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-05-23-27-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/24/2023
Date Tested: 05/24/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.11
|
|
Highest adjust wet density
|
2.28
|
|
Relative compaction
|
93
|
|
% Moisture
|
10.3 %
|
|
Optimum Moisture
|
12.3 %
|
DIME Test ID: 2023-05-23-27-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/24/2023
Date Tested: 05/24/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2118 g/cc
|
|
Count or Density 1
|
2.07 g/cc
|
|
Count or Density 2
|
2.08 g/cc
|
|
Count or Density 3
|
2.18 g/cc
|
|
Standard Count Moisture
|
645 g/cc
|
|
Moisture Count 1
|
0.2 g/cc
|
|
Moisture Count 2
|
0.19 g/cc
|
|
Moisture Count 3
|
0.2 g/cc
|
|
Sum of Count or Density
|
6.33 g/cc
|
|
Average of Count or Density
|
2.11 g/cc
|
|
Sum of Moisture Count
|
0.59 g/cc
|
|
Average of Moisture Count
|
0.20 g/cc
|
|
Calculated Percent Relative Compaction
|
92.5 %
|
|
Reported Percent Relative Compaction
|
93 %
|
