Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994190 DEA: 07341604 EFIS: 0717000194
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-118-13.3/15.6
Work Description: CONSTRUCT NEW MODULAR OFFICE FACILITY.
Location Description: VENTURA COUNTY IN AND NEAR MOORPARK FROM 0.1 MILE EAST OF BALCOM CANYON ROAD TO 0.1 MILE WEST OF MONTAIR DRIVE
Contractor Name: 3SIXTY INNOVATION INC.
Contractor Address: 3555 ROSECRANS ST 114-110, SAN DIEGO CA 92110
Resident Engineer: Seyedomid Barzanji Structure Rep.: Unknown
DIME Sample ID: 2024-07-26-9
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: 07/26/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2024
The quantity of what the sample constitutes: 2364 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 24-2209
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
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: Various locations
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-07-26-9-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/26/2024
Date Tested: 07/26/2024
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) 817-0387
General Comments for this Test: VEN WB Rte. 118
Sta. 801+92 to Sta. 803+89
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density
|
1841 g/cc
|
Count or Density 1
|
1.86 g/cc
|
Count or Density 2
|
1.9 g/cc
|
Count or Density 3
|
1.88 g/cc
|
Standard Count Moisture
|
553 g/cc
|
Moisture Count 1
|
0.13 g/cc
|
Moisture Count 2
|
0.08 g/cc
|
Moisture Count 3
|
0.08 g/cc
|
Sum of Count or Density
|
5.64 g/cc
|
Average of Count or Density
|
1.88 g/cc
|
Sum of Moisture Count
|
0.29 g/cc
|
Average of Moisture Count
|
0.10 g/cc
|
Calculated Percent Relative Compaction
|
90 %
|
Reported Percent Relative Compaction
|
90 %
|
DIME Test ID: 2024-07-26-9-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/26/2024
Date Tested: 07/26/2024
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) 817-0387
General Comments for this Test: VEN WB Rte. 118
Sta. 801+92 to Sta. 803+89
Test Result Compliance:
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
1.88
|
Highest adjust wet density
|
2.09
|
Relative compaction
|
90
|
% Moisture
|
5.4 %
|
Optimum Moisture
|
no data
|