Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995156 DEA: 070W3504 EFIS: 0722000005
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-91-R11.7
Work Description: FURNISH AND PLACE POLYESTER CONCRETE OVERLAY.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AT ROUTE 91/710 SEPARATION
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: Unknown
Resident Engineer: Joahnna Vergara Structure Rep.: Bernabe Contreras
DIME Sample ID: 2024-07-23-40
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: Acceptance
Type of Material: Soil
Sample Taken Date: 07/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2024
The quantity of what the sample constitutes: 2 sq. yd.
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 24-2160
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Myers & Sons Const.
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 location at structural backfill
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-07-23-40-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/24/2024
Date Tested: 07/24/2024
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:
|
Sum of Count or Density
|
5.75 g/cc
|
|
Average of Count or Density
|
1.92 g/cc
|
|
Sum of Moisture Count
|
0.75 g/cc
|
|
Average of Moisture Count
|
0.25 g/cc
|
|
Calculated Percent Relative Compaction
|
90.1 %
|
|
Reported Percent Relative Compaction
|
90 %
|
DIME Test ID: 2024-07-23-40-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/24/2024
Date Tested: 07/24/2024
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
|
1.92
|
|
Highest adjust wet density
|
2.13
|
|
Relative compaction
|
90
|
|
% Moisture
|
15 %
|
|
Optimum Moisture
|
15 %
|
