Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215100 DEA: 071XP904 EFIS: 0720000158
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R5.75, R5.75/R5.75, 5.75/5.75
Work Description: REPAIR FAILED DRAINAGE SYSTEM ON LA COUNTY W/B LA-118 RESEDA BLVD
Location Description: W/B LA-118 RESEDA BLVD
Contractor Name: Ornelas Construction
Contractor Address: 1024 N Maclay Ave Suite J, San Fernando, CA 91340
Resident Engineer: EFRAIM CHAVEZ Structure Rep.: Unknown
DIME Sample ID: 2023-05-13-2
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: 05/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/13/2023
The quantity of what the sample constitutes: 270 CY
A brief description of the sample: Embankment
From where was the sample collected: Job Site
Laboratory sample identification: 23-0622
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ornelas Construction
The fabricator's/manufacturer's product name for the sample: embankment
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: from varioyus locations at embankment
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-05-13-2-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/14/2023
Date Tested: 05/13/2023
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
|
2.02
|
Highest adjust wet density
|
2.19
|
Relative compaction
|
92
|
% Moisture
|
14.1 %
|
Optimum Moisture
|
16.1 %
|
DIME Test ID: 2023-05-13-2-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/14/2023
Date Tested: 05/13/2023
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
|
2.02 g/cc
|
Count or Density 1
|
2.05 g/cc
|
Count or Density 2
|
1.99 g/cc
|
Count or Density 3
|
2.021 g/cc
|
Standard Count Moisture
|
644 g/cc
|
Moisture Count 1
|
0.25 g/cc
|
Moisture Count 2
|
0.25 g/cc
|
Moisture Count 3
|
0.25 g/cc
|
Sum of Count or Density
|
6.06 g/cc
|
Average of Count or Density
|
2.02 g/cc
|
Sum of Moisture Count
|
0.75 g/cc
|
Average of Moisture Count
|
0.25 g/cc
|
Calculated Percent Relative Compaction
|
92.2 %
|
Reported Percent Relative Compaction
|
92 %
|