Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993607 DEA: 07322604 EFIS: 0716000057
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R41.3/R44.6
Work Description: CONSTRUCT POLLUTION INFILTRATION AREAS AND AUSTIN VAULT SAND FILTER.
Location Description: LOS ANGELES COUNTY IN GLENDORA AT VARIOUS LOCATIONS FROM 0.2 MILE EAST OF BARRANCA AVENUE OVERCROSSING TO 0.1 MILE WEST OF AMELIA AVENUE UNDERCROSSING
Contractor Name: SEMA CONSTRUCTION
Contractor Address: 42690 Rio Nedo, Temecula, CA 92590
Resident Engineer: Raj Punjabi Structure Rep.: Unknown
DIME Sample ID: 2023-02-14-2
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: Acceptance
Type of Material: Soil
Sample Taken Date: 02/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/14/2023
The quantity of what the sample constitutes: 1500 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 23-0168
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: 2023-02-14-2-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/14/2023
Date Tested: 02/14/2023
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: EB Rte. 210 @ North Grand Ave
Loop Off-Ramp
AVSF Location 1 Access Road
Sta. 0+25 to Sta. 1+50
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2333 g/cc
|
|
Count or Density 1
|
1.98 g/cc
|
|
Count or Density 2
|
2.03 g/cc
|
|
Count or Density 3
|
2.21 g/cc
|
|
Standard Count Moisture
|
646 g/cc
|
|
Moisture Count 1
|
0.2 g/cc
|
|
Moisture Count 2
|
0.21 g/cc
|
|
Moisture Count 3
|
0.23 g/cc
|
|
Sum of Count or Density
|
6.22 g/cc
|
|
Average of Count or Density
|
2.07 g/cc
|
|
Sum of Moisture Count
|
0.64 g/cc
|
|
Average of Moisture Count
|
0.21 g/cc
|
|
Calculated Percent Relative Compaction
|
97.3 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2023-02-14-2-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/14/2023
Date Tested: 02/14/2023
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: EB Rte. 210 @ North Grand Ave
Loop Off-Ramp
AVSF Location 1 Access Road
Sta. 0+25 to Sta. 1+50
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.07
|
|
Highest adjust wet density
|
2.13
|
|
Relative compaction
|
97
|
|
% Moisture
|
11.5 %
|
|
Optimum Moisture
|
no data
|
