Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994168 DEA: 07320104 EFIS: 0716000030
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-S0.0/1.5
Work Description: PLACE ROCK BLANKETS, MINOR CONCRETE & INSTALL IRRIGATION SYSTEM.
Location Description: THE CITY AND COUNTY OF LOS ANGELES FROM ROUTE 5/10 SEPARATION TO FIGUEROA STREET UNDERCROSSING
Contractor Name: FEC FUTURE CONTRACTORS AND ENGINEERS, INC.
Contractor Address: 184 TECHNOLOGY DRIVE, SUITE 205, IRVINE CA 92618
Resident Engineer: Susana Facio Structure Rep.: Unknown
DIME Sample ID: 2023-04-21-40
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: 04/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/21/2023
The quantity of what the sample constitutes: 230 yd2
A brief description of the sample: Soil for Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 23-0475
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: 2023-04-21-40-1
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: 04/21/2023
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
|
2332 g/cc
|
Count or Density 1
|
2.04 g/cc
|
Count or Density 2
|
2.03 g/cc
|
Count or Density 3
|
1.83 g/cc
|
Standard Count Moisture
|
625 g/cc
|
Moisture Count 1
|
0.2 g/cc
|
Moisture Count 2
|
0.18 g/cc
|
Moisture Count 3
|
0.15 g/cc
|
Sum of Count or Density
|
5.90 g/cc
|
Average of Count or Density
|
1.97 g/cc
|
Sum of Moisture Count
|
0.53 g/cc
|
Average of Moisture Count
|
0.18 g/cc
|
Calculated Percent Relative Compaction
|
89.8 %
|
Reported Percent Relative Compaction
|
90 %
|
DIME Test ID: 2023-04-21-40-2
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: 04/21/2023
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
|
1.97
|
Highest adjust wet density
|
2.19
|
Relative compaction
|
90
|
% Moisture
|
9.9 %
|
Optimum Moisture
|
11.9 %
|