Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214451 DEA: 07303704 EFIS: 0714000035
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-8.0/27.3
Work Description: REPLACE CONCRETE BARRIERS.
Location Description: THE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING
Contractor Name: OHL USA
Contractor Address: 1920 Main Street, Suite 310, Irvine, California 92614
Resident Engineer: Kevin Bui Structure Rep.: Kwangsuk Suh
DIME Sample ID: 2022-10-26-55
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: Quality Assurance
Type of Material: Soil
Sample Taken Date: 10/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/26/2022
The quantity of what the sample constitutes: 2595 sq. ft.
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification: 22-2878
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: n/a
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: CTM 231 Test Holes
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-10-26-55-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/08/2022
Date Tested: 10/26/2022
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
|
1728 g/cc
|
|
Count or Density 1
|
1670 g/cc
|
|
Count or Density 2
|
2153 g/cc
|
|
Count or Density 3
|
2035 g/cc
|
|
Standard Count Moisture
|
667 g/cc
|
|
Moisture Count 1
|
214 g/cc
|
|
Moisture Count 2
|
283 g/cc
|
|
Moisture Count 3
|
248 g/cc
|
|
Sum of Count or Density
|
5858.00 g/cc
|
|
Average of Count or Density
|
1953.00 g/cc
|
|
Sum of Moisture Count
|
745.00 g/cc
|
|
Average of Moisture Count
|
248.00 g/cc
|
|
Count Ratio Density
|
1.13
|
|
Count Ratio Moisture
|
0.37
|
|
Calculated Percent Relative Compaction
|
95.3 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2022-10-26-55-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 11/08/2022
Date Tested: 10/26/2022
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
|
2.05
|
|
Highest adjust wet density
|
2.15
|
|
Relative compaction
|
95
|
|
% Moisture
|
20.6 %
|
|
Optimum Moisture
|
20.6 %
|
