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: 2023-04-17-62
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: 04/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/17/2023
The quantity of what the sample constitutes: 20 yd2
A brief description of the sample: Soil for Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 23-0446
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/A
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample: Aggregate Base
A detailed description of where the material sample was collected: From various locations at Aggregate Base
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-04-17-62-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/05/2023
Date Tested: 04/17/2023
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:
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density
|
2320 g/cc
|
Count or Density 1
|
2.03 g/cc
|
Count or Density 2
|
2.02 g/cc
|
Count or Density 3
|
2.05 g/cc
|
Standard Count Moisture
|
629 g/cc
|
Moisture Count 1
|
0.16 g/cc
|
Moisture Count 2
|
0.2 g/cc
|
Moisture Count 3
|
0.16 g/cc
|
Sum of Count or Density
|
6.10 g/cc
|
Average of Count or Density
|
2.03 g/cc
|
Sum of Moisture Count
|
0.52 g/cc
|
Average of Moisture Count
|
0.17 g/cc
|
Calculated Percent Relative Compaction
|
94.6 %
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2023-04-17-62-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/05/2023
Date Tested: 04/17/2023
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:
Test Result Compliance:
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
2.03
|
Highest adjust wet density
|
2.15
|
Relative compaction
|
95
|
% Moisture
|
9.3 %
|
Optimum Moisture
|
13.3 %
|