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: 2022-08-15-5
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: 08/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2022
The quantity of what the sample constitutes: 204 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 22-2123
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: 2022-08-15-5-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/15/2022
Date Tested: 08/15/2022
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) 817-0387
General Comments for this Test: Rte. 101 & 6th St.
Curb Ramp Location #6
Sta. 18+07.00 to Sta. 18+31.93
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density
|
2400 g/cc
|
Count or Density 1
|
1.93 g/cc
|
Count or Density 2
|
2.01 g/cc
|
Count or Density 3
|
2 g/cc
|
Standard Count Moisture
|
650 g/cc
|
Moisture Count 1
|
0.1 g/cc
|
Moisture Count 2
|
0.1 g/cc
|
Moisture Count 3
|
0.11 g/cc
|
Sum of Count or Density
|
5.94 g/cc
|
Average of Count or Density
|
1.98 g/cc
|
Sum of Moisture Count
|
0.31 g/cc
|
Average of Moisture Count
|
0.10 g/cc
|
Calculated Percent Relative Compaction
|
92.1 %
|
Reported Percent Relative Compaction
|
92 %
|
DIME Test ID: 2022-08-15-5-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/15/2022
Date Tested: 08/15/2022
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) 817-0387
General Comments for this Test: Rte. 101 & 6th St.
Curb Ramp Location #6
Sta. 18+07.00 to Sta. 18+31.93
Test Result Compliance:
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
1.98
|
Highest adjust wet density
|
2.15
|
Relative compaction
|
92
|
% Moisture
|
5.5 %
|
Optimum Moisture
|
no data
|