Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993122 DEA: 07322304 EFIS: 0716000054
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-110-22.8
Work Description: CONSTRUCT AND REPLACE BRIDGE RAILS.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES AT FIFTH STREET OVERCROSSING AND AT SIXTH STREET OVERCROSSING
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Ave, Fontana, CA 92335
Resident Engineer: Edgar Herrera Structure Rep.: Peter Wang
DIME Sample ID: 2022-10-18-56
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: 10/18/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/18/2022
The quantity of what the sample constitutes: 56 yd2
A brief description of the sample: Soil for Subgrade.
From where was the sample collected: Job Site
Laboratory sample identification: 22-2768
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/A
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: 2022-10-18-56-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/27/2022
Date Tested: 10/18/2022
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
|
2344 g/cc
|
|
Count or Density 1
|
1.99 g/cc
|
|
Count or Density 2
|
1.75 g/cc
|
|
Count or Density 3
|
1.79 g/cc
|
|
Standard Count Moisture
|
628 g/cc
|
|
Moisture Count 1
|
0.11 g/cc
|
|
Moisture Count 2
|
0.1 g/cc
|
|
Moisture Count 3
|
0.11 g/cc
|
|
Sum of Count or Density
|
5.53 g/cc
|
|
Average of Count or Density
|
1.84 g/cc
|
|
Sum of Moisture Count
|
0.32 g/cc
|
|
Average of Moisture Count
|
0.11 g/cc
|
|
Calculated Percent Relative Compaction
|
84.9 %
|
|
Reported Percent Relative Compaction
|
85 %
|
DIME Test ID: 2022-10-18-56-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/27/2022
Date Tested: 10/18/2022
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
|
1.84
|
|
Highest adjust wet density
|
2.17
|
|
Relative compaction
|
85
|
|
% Moisture
|
6.1 %
|
|
Optimum Moisture
|
8.1 %
|
