Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214524 DEA: 07304504 EFIS: 0714000067
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-57-R0.0/R4.5
Work Description: CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location Description: LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
Contractor Name: Griffith Company
Contractor Address: 3050 E. Birch Street, Brea, CA 92821
Resident Engineer: Martin Sandoval Structure Rep.: Avtar Bains
DIME Sample ID: 2022-01-12-7
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: 01/12/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/12/2022
The quantity of what the sample constitutes: 28 CY
A brief description of the sample: Native Soils
From where was the sample collected: Job Site
Laboratory sample identification: 22-0051
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Construction
The fabricator's/manufacturer's product name for the sample: Native Soil
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: From Various Location
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-01-12-7-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/12/2022
Date Tested: 01/12/2022
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) 407-6963
General Comments for this Test: Sta 315+0.9 to Sta 316+36 AVSF Location #2 West Wall Beyond 2.0 feet from the wall.
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
2249 g/cc
|
|
Count or Density 1
|
2 g/cc
|
|
Count or Density 2
|
1.88 g/cc
|
|
Count or Density 3
|
1.97 g/cc
|
|
Standard Count Moisture
|
594 g/cc
|
|
Moisture Count 1
|
0.29 g/cc
|
|
Moisture Count 2
|
0.34 g/cc
|
|
Moisture Count 3
|
0.37 g/cc
|
|
Sum of Count or Density
|
5.85 g/cc
|
|
Average of Count or Density
|
1.95 g/cc
|
|
Sum of Moisture Count
|
1 g/cc
|
|
Average of Moisture Count
|
0.33 g/cc
|
|
Calculated Percent Relative Compaction
|
96.1 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2022-01-12-7-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/12/2022
Date Tested: 01/12/2022
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) 407-6963
General Comments for this Test: Sta 315+09 to Sta 316+36 AVSF Location #2 West Wall Beyond 2.0 feet from the wall.
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.95
|
|
Highest adjust wet density
|
2.03
|
|
Relative compaction
|
96
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
