Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215220 DEA: 07210624 EFIS: 0719000068
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Work Description: PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location Description: IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
Contractor Name: OHL USA
Contractor Address: 1920 Main Street, Suite 310, Irvine, California 92614
Resident Engineer: Michael Wang Structure Rep.: Amare Tsegie
DIME Sample ID: 2022-10-05-27
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: 10/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/05/2022
The quantity of what the sample constitutes: 120 SF
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 22-2657
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: OHLA
The fabricator's/manufacturer's product name for the sample: Structural Backfill
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: from various location at structural backfill
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-10-05-27-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/05/2022
Date Tested: 10/05/2022
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: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.10
|
|
Highest adjust wet density
|
2.3
|
|
Relative compaction
|
91
|
|
% Moisture
|
8.8 %
|
|
Optimum Moisture
|
10.8 %
|
DIME Test ID: 2022-10-05-27-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/05/2022
Date Tested: 10/05/2022
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: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
1898 g/cc
|
|
Count or Density 1
|
2.21 g/cc
|
|
Count or Density 2
|
2.14 g/cc
|
|
Count or Density 3
|
1.96 g/cc
|
|
Standard Count Moisture
|
554 g/cc
|
|
Moisture Count 1
|
0.17 g/cc
|
|
Moisture Count 2
|
0.18 g/cc
|
|
Moisture Count 3
|
0.16 g/cc
|
|
Sum of Count or Density
|
6.31 g/cc
|
|
Average of Count or Density
|
2.10 g/cc
|
|
Sum of Moisture Count
|
0.51 g/cc
|
|
Average of Moisture Count
|
0.17 g/cc
|
|
Calculated Percent Relative Compaction
|
91.4 %
|
|
Reported Percent Relative Compaction
|
91 %
|
