Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215697 DEA: 07318204 EFIS: 0715000286
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-Route 1-4.0/4.2
Work Description: CM/GC Project - Work consists of constructing secant wall and slope restoration
Location Description: near Point Mugu State Park 0.4 mile South of Sycamore Canyon Road.
Contractor Name: Flatiron/Drill Tech, a Joint Venture
Contractor Address: 15335 Fairfield Ranch Rd, Chino Hills, CA 91709
Resident Engineer: Saeid Shakeri Structure Rep.: Azizollah Maghsoudloo
DIME Sample ID: 2022-04-01-2
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: Department Acceptance
Type of Material: Soil
Sample Taken Date: 04/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2022
The quantity of what the sample constitutes: 1600 SF
A brief description of the sample: Embankment
From where was the sample collected: Job Site
Laboratory sample identification: 22-0663
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: CTM 231 Test Holes
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-04-01-2-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/01/2022
Date Tested: 04/01/2022
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
|
2.25
|
Highest adjust wet density
|
2.33
|
Relative compaction
|
97
|
% Moisture
|
6.0 %
|
Optimum Moisture
|
8.0 %
|
DIME Test ID: 2022-04-01-2-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/01/2022
Date Tested: 04/01/2022
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
|
2201 g/cc
|
Count or Density 1
|
2.28 g/cc
|
Count or Density 2
|
2.24 g/cc
|
Count or Density 3
|
2.23 g/cc
|
Standard Count Moisture
|
642 g/cc
|
Moisture Count 1
|
0.13 g/cc
|
Moisture Count 2
|
0.12 g/cc
|
Moisture Count 3
|
0.13 g/cc
|
Sum of Count or Density
|
6.75 g/cc
|
Average of Count or Density
|
2.25 g/cc
|
Sum of Moisture Count
|
0.38 g/cc
|
Average of Moisture Count
|
0.13 g/cc
|
Calculated Percent Relative Compaction
|
96.6 %
|
Reported Percent Relative Compaction
|
97 %
|