Print Report | Back to Sample Detail

Sample Record for 2022-02-18-4

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2022-02-18-4
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: 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: 1512 sq. feet
A brief description of the sample: Soil for Subgrade.
From where was the sample collected: Job Site
Laboratory sample identification: 22-0331
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Case Pacific Construction

Material Information

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:

Test Results

Test 1 of 2

DIME Test ID: 2022-02-18-4-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/21/2022
Date Tested: 02/18/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 S. 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 Drainage pad 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 2.05 g/cc
Count or Density 2 2.03 g/cc
Count or Density 3 1.81 g/cc
Standard Count Moisture 593 g/cc
Moisture Count 1 0.18 g/cc
Moisture Count 2 0.16 g/cc
Moisture Count 3 0.16 g/cc
Sum of Count or Density 5.89 g/cc
Average of Count or Density 1.96 g/cc
Sum of Moisture Count 0.50 g/cc
Average of Moisture Count 0.17 g/cc
Calculated Percent Relative Compaction 87.6 %
Reported Percent Relative Compaction 88 %

Test 2 of 2

DIME Test ID: 2022-02-18-4-2
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 S. 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 Drainage Pad about 10 miles north of Ojai
Test Result Compliance: does not comply
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.96
Highest adjust wet density 2.24
Relative compaction 87
% Moisture no data
Optimum Moisture no data