Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993771 DEA: 07325204 EFIS: 0716000082
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R36.7/R37.1
Work Description: San Gabriel River Bridge - CM/GC Project - Hinge And Diaphragm Repairs
Location Description: Los Angeles County - LOS ANGELES COUNTY IN IRWINDALE FROM 0.2 MILE EAST OF 0.7 MILE WEST OF IRWINDALE AVENUE OVECROSSING
Contractor Name: FLATIRON WEST INC
Contractor Address: 14726 Ramona Avenue, Suite 300, Chino, CA 91710
Resident Engineer: Moe Izadpanah Structure Rep.: Quynh Nguyen
DIME Sample ID: 2022-06-11-3
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: 06/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2022
The quantity of what the sample constitutes: 9550 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 22-1424
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: 2022-06-11-3-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/12/2022
Date Tested: 06/11/2022
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:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
1615 g/cc
|
|
Count or Density 1
|
2 g/cc
|
|
Count or Density 2
|
1.96 g/cc
|
|
Count or Density 3
|
2.17 g/cc
|
|
Count or Density 4
|
2.06 g/cc
|
|
Count or Density 5
|
2.1 g/cc
|
|
Standard Count Moisture
|
645 g/cc
|
|
Moisture Count 1
|
0.22 g/cc
|
|
Moisture Count 2
|
0.19 g/cc
|
|
Moisture Count 3
|
0.27 g/cc
|
|
Moisture Count 4
|
0.25 g/cc
|
|
Moisture Count 5
|
0.24 g/cc
|
|
Sum of Count or Density
|
10.29 g/cc
|
|
Average of Count or Density
|
2.06 g/cc
|
|
Sum of Moisture Count
|
1.17 g/cc
|
|
Average of Moisture Count
|
0.23 g/cc
|
|
Calculated Percent Relative Compaction
|
94 %
|
|
Reported Percent Relative Compaction
|
94 %
|
DIME Test ID: 2022-06-11-3-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/12/2022
Date Tested: 06/11/2022
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:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.06
|
|
Highest adjust wet density
|
2.19
|
|
Relative compaction
|
94
|
|
% Moisture
|
12.8 %
|
|
Optimum Moisture
|
no data
|
