Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214216 DEA: 071XM404 EFIS: 0719000232
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-33-22.16, 22.16
Work Description: This is the emergency project to repair pavement cracking, stabilize the eroded slope, construct a soldier pile tieback wall and reconstruct the steel post MGS
Location Description: Ventura County on Route 33 at PM.22.16.
Contractor Name: Case Pacific Contractors and Engineers
Contractor Address: 2121 Ardmore Road, Paso Robles, CA 93446
Resident Engineer: Alan Davis Structure Rep.: Aziz Maghsoudloo
DIME Sample ID: 2022-02-18-5
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: 02/18/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/18/2022
The quantity of what the sample constitutes: 1912 Sq. Feet
A brief description of the sample: Soil for Subgrade.
From where was the sample collected: Job Site
Laboratory sample identification: 22-0335
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Case Pacific Construction
The fabricator's/manufacturer's product name for the sample: Subgrade
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: From various locations at subgrade.
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-02-18-5-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/21/2022
Date Tested: 02/18/2022
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: RTE 33 Access Road about 10 miles north of Ojai
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
2237 g/cc
|
|
Count or Density 1
|
2.09 g/cc
|
|
Count or Density 2
|
2.12 g/cc
|
|
Count or Density 3
|
2.06 g/cc
|
|
Standard Count Moisture
|
593 g/cc
|
|
Moisture Count 1
|
0.18 g/cc
|
|
Moisture Count 2
|
0.15 g/cc
|
|
Moisture Count 3
|
0.17 g/cc
|
|
Sum of Count or Density
|
6.27 g/cc
|
|
Average of Count or Density
|
2.09 g/cc
|
|
Sum of Moisture Count
|
0.50 g/cc
|
|
Average of Moisture Count
|
0.17 g/cc
|
|
Calculated Percent Relative Compaction
|
93.3 %
|
|
Reported Percent Relative Compaction
|
93 %
|
DIME Test ID: 2022-02-18-5-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/21/2022
Date Tested: 02/18/2022
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: RTE 33 Access Road about 10 miles north of Ojai
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.09
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
93
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
