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: 2023-05-09-14
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: 05/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2023
The quantity of what the sample constitutes: 97 CY
A brief description of the sample: subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 23-0571
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: beador 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: 2023-05-09-14-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/09/2023
Date Tested: 05/09/2023
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:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.03
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
91
|
|
% Moisture
|
6.1 %
|
|
Optimum Moisture
|
8.1 %
|
DIME Test ID: 2023-05-09-14-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/09/2023
Date Tested: 05/09/2023
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:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2121 g/cc
|
|
Count or Density 1
|
1.81 g/cc
|
|
Count or Density 2
|
2.09 g/cc
|
|
Count or Density 3
|
2.18 g/cc
|
|
Standard Count Moisture
|
642 g/cc
|
|
Moisture Count 1
|
0.1 g/cc
|
|
Moisture Count 2
|
0.12 g/cc
|
|
Moisture Count 3
|
0.13 g/cc
|
|
Sum of Count or Density
|
6.08 g/cc
|
|
Average of Count or Density
|
2.03 g/cc
|
|
Sum of Moisture Count
|
0.35 g/cc
|
|
Average of Moisture Count
|
0.12 g/cc
|
|
Calculated Percent Relative Compaction
|
90.5 %
|
|
Reported Percent Relative Compaction
|
90 %
|
