Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214819 DEA: 07288304 EFIS: 0700021024
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60,60,164,210-Var
Work Description: STORM WATER MITIGATION
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: CHUMO CONSTRUCTION INC
Contractor Address: 14425 Joanbridge St, Baldwin Park, CA 91706
Resident Engineer: Sushilkumar Chaudhari Structure Rep.: Pratheep Piratheepan
DIME Sample ID: 2022-04-06-4
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: 04/06/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/06/2022
The quantity of what the sample constitutes: 267 yd2
A brief description of the sample: Embankment
From where was the sample collected: Job Site
Laboratory sample identification: 22-0700
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/A
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 various locations at embankment
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-04-06-4-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/07/2022
Date Tested: 04/06/2022
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2373 g/cc
|
|
Count or Density 1
|
2.21 g/cc
|
|
Count or Density 2
|
2.14 g/cc
|
|
Count or Density 3
|
2.24 g/cc
|
|
Standard Count Moisture
|
633 g/cc
|
|
Moisture Count 1
|
0.13 g/cc
|
|
Moisture Count 2
|
0.13 g/cc
|
|
Moisture Count 3
|
0.15 g/cc
|
|
Sum of Count or Density
|
6.59 g/cc
|
|
Average of Count or Density
|
2.20 g/cc
|
|
Sum of Moisture Count
|
0.41 g/cc
|
|
Average of Moisture Count
|
0.14 g/cc
|
|
Calculated Percent Relative Compaction
|
97.2 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2022-04-06-4-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/07/2022
Date Tested: 04/06/2022
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.20
|
|
Highest adjust wet density
|
2.26
|
|
Relative compaction
|
97
|
|
% Moisture
|
7.0 %
|
|
Optimum Moisture
|
no data
|
