Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993923 DEA: 071XY304 EFIS: 0722000213
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA/LA-LA-110-6.60/7.45
Work Description: Repair slope erosion by re-grading the embankment to match existing slopes and replae damaged concrete drainage ditch per Standard Specifications
Location Description:
Contractor Name: TBD
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2022-12-12-6
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: 12/12/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/12/2022
The quantity of what the sample constitutes: 378 SF
A brief description of the sample: Embankment
From where was the sample collected: Job Site
Laboratory sample identification: 22-3180
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
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: Various locations
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-12-12-6-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/14/2022
Date Tested: 12/12/2022
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: NB Rte. 110
PM LA 7.054 Outside Shoulder
Top of Slope
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density
|
2337 g/cc
|
Count or Density 1
|
1.81 g/cc
|
Count or Density 2
|
1.6 g/cc
|
Count or Density 3
|
1.91 g/cc
|
Standard Count Moisture
|
646 g/cc
|
Moisture Count 1
|
0.17 g/cc
|
Moisture Count 2
|
0.13 g/cc
|
Moisture Count 3
|
0.18 g/cc
|
Sum of Count or Density
|
5.32 g/cc
|
Average of Count or Density
|
1.77 g/cc
|
Sum of Moisture Count
|
0.48 g/cc
|
Average of Moisture Count
|
0.16 g/cc
|
Calculated Percent Relative Compaction
|
83.3 %
|
Reported Percent Relative Compaction
|
83 %
|
DIME Test ID: 2022-12-12-6-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/14/2022
Date Tested: 12/12/2022
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: NB Rte. 110
PM LA 7.054 Outside Shoulder
Top of Slope
Test Result Compliance:
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
1.77
|
Highest adjust wet density
|
2.13
|
Relative compaction
|
83
|
% Moisture
|
9.9 %
|
Optimum Moisture
|
no data
|