Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995106 DEA: 072XA604 EFIS: 0723000080
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-2-65.2/66.4, 65.2/66.40000000000001
Work Description: Repair/reconstruct side slope at the erosion gullies, earthen berms along the shoulder, reconstruct existing MGS, place erosion control on the reconstructed side slopes
Location Description:
Contractor Name: SGV ENTERPRISES INC
Contractor Address: 615 LAS TUNAS DR STE J, ARCADIA, CA 91007
Resident Engineer: Ali Shalviri Structure Rep.: Unknown
DIME Sample ID: 2023-12-11-4
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: 12/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/11/2023
The quantity of what the sample constitutes: 1320 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 23-2204
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The fabricator's/manufacturer's product name for the sample: Aggregate Base
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Various locations
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-12-11-4-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/11/2023
Date Tested: 12/11/2023
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: Rte. 2 PM 65.8
Location #4
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2327 g/cc
|
|
Count or Density 1
|
2.12 g/cc
|
|
Count or Density 2
|
2.16 g/cc
|
|
Count or Density 3
|
2.11 g/cc
|
|
Standard Count Moisture
|
656 g/cc
|
|
Moisture Count 1
|
0.23 g/cc
|
|
Moisture Count 2
|
0.021 g/cc
|
|
Moisture Count 3
|
0.21 g/cc
|
|
Sum of Count or Density
|
6.39 g/cc
|
|
Average of Count or Density
|
2.13 g/cc
|
|
Sum of Moisture Count
|
0.46 g/cc
|
|
Average of Moisture Count
|
0.15 g/cc
|
|
Calculated Percent Relative Compaction
|
95.1 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2023-12-11-4-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/11/2023
Date Tested: 12/11/2023
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: Rte. 2 PM 65.8
Location #4
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.13
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
95
|
|
% Moisture
|
11.3 %
|
|
Optimum Moisture
|
no data
|
