Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214710 DEA: 051J4704 EFIS: 0517000184
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-135-17.3/17.6
Work Description: BUNNY AVENUE AND NORTH BROADWAY PED IMPROVEMENTS
Location Description: SANTA BARBARA COUNTY IN SANTA MARIA AT BUNNY AVENUE AND FROM ROEMER WAY TO PREISKER LANE
Contractor Name: FEC Future Contractors & Engineers, Inc
Contractor Address: 184 Technology Dr., Ste 2, Irvine, CA 92618
Resident Engineer: Thomas Petersen Structure Rep.: Unknown
DIME Sample ID: 2021-11-16-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact:
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 11/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/16/2021
The quantity of what the sample constitutes: 179 sqft
A brief description of the sample: Native Soil
From where was the sample collected: Job Site
Laboratory sample identification: 334
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Native
The fabricator's/manufacturer's product name for the sample: Native Soil
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Roadway BR1 10320 to 10550
Where the material sample would have been placed if not sampled: Roadway BR1 10320 to 10550
DIME Test ID: 2021-11-16-2-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/17/2021
Date Tested: 11/17/2021
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Sum of Count or Density
|
3451.00 g/cc
|
|
Average of Count or Density
|
1150.00 g/cc
|
|
Sum of Moisture Count
|
468.00 g/cc
|
|
Average of Moisture Count
|
156.00 g/cc
|
|
Count Ratio Density
|
0.66
|
|
Count Ratio Moisture
|
0.25
|
|
Calculated Percent Relative Compaction
|
93.5 %
|
|
Reported Percent Relative Compaction
|
94 %
|
DIME Test ID: 2021-11-16-2-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 11/17/2021
Date Tested: 11/16/2021
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test: 93.5%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
no data
|
|
Highest adjust wet density
|
no data
|
|
Relative compaction
|
94
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
