Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215456 DEA: 07293604 EFIS: 0713000238
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-405-14.3/15.8
Work Description: CONSTRUCT AUXILIARY LANE AND WIDEN ON AND OFF RAMPS.
Location Description: LOS ANGELES COUNTY IN TORRANCE BETWEEN WESTERN AVENUE UNDERCROSSING AND WEST 182ND STREET
Contractor Name: ORTIZ ENTERPRISES, INC.
Contractor Address: 6 CUSHING SUITE 200, IRVINE CA 92618
Resident Engineer: Samuel Gallardo Structure Rep.: James Holloway
DIME Sample ID: 2022-10-24-16
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: Department Acceptance
Type of Material: Soil
Sample Taken Date: 10/24/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/24/2022
The quantity of what the sample constitutes: 24 yd2
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 22-2844
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:
A detailed description of where the material sample was collected: From various locations at backfill.
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-10-24-16-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/27/2022
Date Tested: 10/24/2022
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:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2340 g/cc
|
|
Count or Density 1
|
2.16 g/cc
|
|
Count or Density 2
|
2.19 g/cc
|
|
Count or Density 3
|
2.14 g/cc
|
|
Standard Count Moisture
|
634 g/cc
|
|
Moisture Count 1
|
0.17 g/cc
|
|
Moisture Count 2
|
0.2 g/cc
|
|
Moisture Count 3
|
0.18 g/cc
|
|
Sum of Count or Density
|
6.49 g/cc
|
|
Average of Count or Density
|
2.16 g/cc
|
|
Sum of Moisture Count
|
0.55 g/cc
|
|
Average of Moisture Count
|
0.18 g/cc
|
|
Calculated Percent Relative Compaction
|
97.9 %
|
|
Reported Percent Relative Compaction
|
98 %
|
DIME Test ID: 2022-10-24-16-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/27/2022
Date Tested: 10/24/2022
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:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.16
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
98
|
|
% Moisture
|
9.3 %
|
|
Optimum Moisture
|
11.3 %
|
