Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000245 DEA: 072XN104 EFIS: 0724000222
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-150-
Work Description: Retaining wall repair due to landslide emergency at Route 150 in Santa Paula.
Location Description: Route 150 in Santa Paula.
Contractor Name: R&R Demo and Grading
Contractor Address: 21777 VENTURA BLVD SUITE 245, WOODLAND HILLS, CA 91364
Resident Engineer: Joseph Tehrani Structure Rep.: Waheed Mirpoor
DIME Sample ID: 2024-06-17-65
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: 06/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/17/2024
The quantity of what the sample constitutes: 193 cy
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 24-1523
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/A
The fabricator's/manufacturer's product name for the sample: Structural Backfill
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: from various location at structural backfill
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-06-17-65-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/19/2024
Date Tested: 06/17/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
2008 g/cc
|
|
Count or Density 1
|
1.95 g/cc
|
|
Count or Density 2
|
1.97 g/cc
|
|
Count or Density 3
|
1.98 g/cc
|
|
Standard Count Moisture
|
654 g/cc
|
|
Moisture Count 1
|
0.16 g/cc
|
|
Moisture Count 2
|
0.18 g/cc
|
|
Moisture Count 3
|
0.17 g/cc
|
|
Sum of Count or Density
|
5.9 g/cc
|
|
Average of Count or Density
|
1.97 g/cc
|
|
Sum of Moisture Count
|
0.51 g/cc
|
|
Average of Moisture Count
|
0.17 g/cc
|
|
Calculated Percent Relative Compaction
|
94.3 %
|
|
Reported Percent Relative Compaction
|
94 %
|
DIME Test ID: 2024-06-17-65-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/19/2024
Date Tested: 06/17/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.97
|
|
Highest adjust wet density
|
2.09
|
|
Relative compaction
|
94
|
|
% Moisture
|
9.5 %
|
|
Optimum Moisture
|
no data
|
