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: 2022-06-08-18
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: 06/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/08/2022
The quantity of what the sample constitutes: 75 CY
A brief description of the sample: Soils on Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 22-1377
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Flatiron West Inc.
The fabricator's/manufacturer's product name for the sample: subgrade
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: From various locations at subgrade.
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-06-08-18-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/11/2022
Date Tested: 06/08/2022
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: does not comply
Additional Comments When Verified:
|
Is oversize material
|
Yes
|
|
In-place wet density
|
2.04
|
|
Percentage passing 3/4 in. sieve
|
85 %
|
|
Percentage retained on 3/4 in. sieve
|
15 %
|
|
Specific gravity of material passing 3/4 in. sieve
|
2.17
|
|
Specific gravity of material retained on 3/4 in. sieve
|
2.5 %
|
|
Coefficient for 3/4 in. aggregate
|
1
|
|
Corrected density
|
2.21
|
|
Relative compaction
|
92
|
|
% Moisture
|
2.7 %
|
|
Optimum Moisture
|
2 %
|
DIME Test ID: 2022-06-08-18-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/11/2022
Date Tested: 06/08/2022
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: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
2233 g/cc
|
|
Count or Density 1
|
2.13 g/cc
|
|
Count or Density 2
|
2.12 g/cc
|
|
Count or Density 3
|
1.88 g/cc
|
|
Standard Count Moisture
|
592 g/cc
|
|
Moisture Count 1
|
0.05 g/cc
|
|
Moisture Count 2
|
0.05 g/cc
|
|
Moisture Count 3
|
0.06 g/cc
|
|
Sum of Count or Density
|
6.13 g/cc
|
|
Average of Count or Density
|
2.04 g/cc
|
|
Sum of Moisture Count
|
0.16 g/cc
|
|
Average of Moisture Count
|
0.05 g/cc
|
|
Calculated Percent Relative Compaction
|
94.2 %
|
|
Reported Percent Relative Compaction
|
94 %
|
