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: 2022-08-15-7
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: 195.5 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 22-2125
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: 2022-08-15-7-1
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) 407-6963
General Comments for this Test: Rte. 101 & 6th St.
Curb Ramp Location #5
Sta. 17+38.75 to Sta. 17+61.82
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
24000 g/cc
|
|
Count or Density 1
|
2.01 g/cc
|
|
Count or Density 2
|
2.06 g/cc
|
|
Count or Density 3
|
2.06 g/cc
|
|
Standard Count Moisture
|
650 g/cc
|
|
Moisture Count 1
|
0.08 g/cc
|
|
Moisture Count 2
|
0.15 g/cc
|
|
Moisture Count 3
|
0.14 g/cc
|
|
Sum of Count or Density
|
6.13 g/cc
|
|
Average of Count or Density
|
2.04 g/cc
|
|
Sum of Moisture Count
|
0.37 g/cc
|
|
Average of Moisture Count
|
0.12 g/cc
|
|
Calculated Percent Relative Compaction
|
94.2 %
|
|
Reported Percent Relative Compaction
|
94 %
|
DIME Test ID: 2022-08-15-7-2
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) 407-6963
General Comments for this Test: Rte. 101 & 6th St.
Curb Ramp Location #5
Sta. 17+38.75 to Sta. 17+61.82
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.04
|
|
Highest adjust wet density
|
2.17
|
|
Relative compaction
|
94
|
|
% Moisture
|
6.4 %
|
|
Optimum Moisture
|
no data
|
