Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993807 DEA: 07353304 EFIS: 0718000272
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-110-23.1
Work Description: REPLACE BRIDGE RAILING WITH CONCRETE BARRIER. AND UPGRADE LIGHTING.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES AT THIRD STREET OVERCROSSING
Contractor Name: POWELL CONSTRUCTORS INC
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Edgar Herrera Structure Rep.: Unknown
DIME Sample ID: 2023-03-28-7
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: 03/28/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/28/2023
The quantity of what the sample constitutes: 14 CY
A brief description of the sample: Soil for Subgrade.
From where was the sample collected: Job Site
Laboratory sample identification: 23-0319
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Powell Construction
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: 2023-03-28-7-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/29/2023
Date Tested: 03/28/2023
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) 407-6963
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.02
|
|
Highest adjust wet density
|
2.26
|
|
Relative compaction
|
89
|
|
% Moisture
|
12.7 %
|
|
Optimum Moisture
|
12.7 %
|
DIME Test ID: 2023-03-28-7-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/29/2023
Date Tested: 03/28/2023
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) 407-6963
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2131 g/cc
|
|
Count or Density 1
|
2.02 g/cc
|
|
Count or Density 2
|
2.03 g/cc
|
|
Count or Density 3
|
2 g/cc
|
|
Standard Count Moisture
|
635 g/cc
|
|
Moisture Count 1
|
0.22 g/cc
|
|
Moisture Count 2
|
0.25 g/cc
|
|
Moisture Count 3
|
0.21 g/cc
|
|
Sum of Count or Density
|
6.05 g/cc
|
|
Average of Count or Density
|
2.02 g/cc
|
|
Sum of Moisture Count
|
0.68 g/cc
|
|
Average of Moisture Count
|
0.23 g/cc
|
|
Calculated Percent Relative Compaction
|
89.2 %
|
|
Reported Percent Relative Compaction
|
89 %
|
