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: 2025-01-30-16
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: Quality Control
Type of Material: Aggregate
Sample Taken Date: 01/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/30/2025
The quantity of what the sample constitutes: na
A brief description of the sample: Class 3 Agg Base
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CA Rasmussen Inc.
Source Identification (SMARA, name of Pit or Job Site): Jobsite
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Roadway
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2025-01-30-16-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/31/2025
Date Tested: 01/30/2025
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: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.13
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
95
|
|
% Moisture
|
10.9 %
|
|
Optimum Moisture
|
10.9 %
|
DIME Test ID: 2025-01-30-16-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/31/2025
Date Tested: 01/30/2025
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: complies
Additional Comments When Verified:
|
Standard Count Density
|
1828 g/cc
|
|
Count or Density 1
|
2.13 g/cc
|
|
Count or Density 2
|
2.13 g/cc
|
|
Count or Density 3
|
2.14 g/cc
|
|
Standard Count Moisture
|
553 g/cc
|
|
Moisture Count 1
|
0.21 g/cc
|
|
Moisture Count 2
|
0.22 g/cc
|
|
Moisture Count 3
|
0.2 g/cc
|
|
Sum of Count or Density
|
6.4 g/cc
|
|
Average of Count or Density
|
2.13 g/cc
|
|
Sum of Moisture Count
|
0.63 g/cc
|
|
Average of Moisture Count
|
0.21 g/cc
|
|
Calculated Percent Relative Compaction
|
96 %
|
|
Reported Percent Relative Compaction
|
96 %
|
