Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994296 DEA: 07336004 EFIS: 0716000375
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-118-R1.4/1.8
Work Description: CONSTRUCT STORMWATER TREATMENT DEVICES.
Location Description: IN VENTURA COUNTY NEAR SATICOY FROM 0.2 MILE EAST OF NARDO STREET TO 0.1 MILE WEST OF SANTA CLARA RIVER
Contractor Name: BEADOR CONSTRUCTION
Contractor Address: 2900 Bristol Street, Suite D204, Costa Mesa, CA 92626
Resident Engineer: DENRICK BAUTISTA Structure Rep.: Unknown
DIME Sample ID: 2024-01-02-1
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: 01/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/02/2024
The quantity of what the sample constitutes: 1232 SF
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 24-0023
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
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: Various locations
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-01-02-1-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/02/2024
Date Tested: 01/02/2024
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 Rte. 118
Back Side of RW
Sta. 10+00 to Sta. 10+88
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density
|
2014 g/cc
|
Count or Density 1
|
2.17 g/cc
|
Count or Density 2
|
2.14 g/cc
|
Count or Density 3
|
2.36 g/cc
|
Standard Count Moisture
|
657 g/cc
|
Moisture Count 1
|
0.22 g/cc
|
Moisture Count 2
|
0.15 g/cc
|
Moisture Count 3
|
0.18 g/cc
|
Sum of Count or Density
|
6.67 g/cc
|
Average of Count or Density
|
2.22 g/cc
|
Sum of Moisture Count
|
0.55 g/cc
|
Average of Moisture Count
|
0.18 g/cc
|
Calculated Percent Relative Compaction
|
94.6 %
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2024-01-02-1-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/02/2024
Date Tested: 01/02/2024
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 Rte. 118
Back Side of RW
Sta. 10+00 to Sta. 10+88
Test Result Compliance:
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
2.22
|
Highest adjust wet density
|
2.34
|
Relative compaction
|
95
|
% Moisture
|
9.0 %
|
Optimum Moisture
|
no data
|