Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993429 DEA: 07324804 EFIS: 0716000078
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-57-5.0
Work Description: CONSTRUCT MAINTENANCE VEHICLE PULLOUTS AND BIOFILTRATION SWALE.
Location Description: LOS ANGELES COUNTY IN DIAMOND BAR AT SOUTHBOUND ON AND OFF RAMP TO SUNSET CROSSING ROAD
Contractor Name: HIGHLAND CONSTRUCTION, INC.
Contractor Address: 133 N Pixley St, Orange, CA 92868
Resident Engineer: Rudy Cao Structure Rep.: Unknown
DIME Sample ID: 2023-04-04-44
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: 04/04/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/04/2023
The quantity of what the sample constitutes: 17 yd2
A brief description of the sample: Soil for structure backfill.
From where was the sample collected: Job Site
Laboratory sample identification: 23-0352
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/A
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 locations at backfill
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-04-04-44-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/05/2023
Date Tested: 04/04/2023
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
|
2332 g/cc
|
|
Count or Density 1
|
2.12 g/cc
|
|
Count or Density 2
|
2.15 g/cc
|
|
Count or Density 3
|
2.14 g/cc
|
|
Standard Count Moisture
|
628 g/cc
|
|
Moisture Count 1
|
0.18 g/cc
|
|
Moisture Count 2
|
0.2 g/cc
|
|
Moisture Count 3
|
0.2 g/cc
|
|
Sum of Count or Density
|
6.41 g/cc
|
|
Average of Count or Density
|
2.14 g/cc
|
|
Sum of Moisture Count
|
0.58 g/cc
|
|
Average of Moisture Count
|
0.19 g/cc
|
|
Calculated Percent Relative Compaction
|
95.4 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2023-04-04-44-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/05/2023
Date Tested: 04/04/2023
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
|
2.14
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
96
|
|
% Moisture
|
9.9 %
|
|
Optimum Moisture
|
9.9 %
|
