Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000105 DEA: 072XK804
QA Service Level: 1
DIST-CO-RTE-PM: 07---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2024-01-31-30
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: 01/31/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2024
The quantity of what the sample constitutes: 39 sq. yd.
A brief description of the sample: Embankment
From where was the sample collected: Job Site
Laboratory sample identification: 24-0290
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Miller
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: From various locations at Embankment
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-01-31-30-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/06/2024
Date Tested: 01/31/2024
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:
|
Sum of Count or Density
|
5.88 g/cc
|
|
Average of Count or Density
|
1.96 g/cc
|
|
Sum of Moisture Count
|
0.35 g/cc
|
|
Average of Moisture Count
|
0.12 g/cc
|
|
Calculated Percent Relative Compaction
|
90.3 %
|
|
Reported Percent Relative Compaction
|
90 %
|
DIME Test ID: 2024-01-31-30-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/06/2024
Date Tested: 01/31/2024
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
|
1.96
|
|
Highest adjust wet density
|
2.17
|
|
Relative compaction
|
90
|
|
% Moisture
|
6.5 %
|
|
Optimum Moisture
|
8.0 %
|
