Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000569 DEA: 051J8604 EFIS: 0518000081
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-7.8/16.5
Work Description: COLD PLANE AC PAVEMENT, RHMA-G, DRAINAGE SYSTEMS AND BARRIERS.
Location Description: SAN LUIS OBISPO COUNTY IN AND NEAR ARROYO GRANDE AND PISMO BEACH FROM LOS BERROS ROAD UNDERCROSSING TO PISMO CREEK BRIDGE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 398 Sunrise Terrace, Arroyo Grande, CA 93420
Resident Engineer: Philip Gaston Structure Rep.: Salvador Heredia
DIME Sample ID: 2025-07-03-34
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact: 8053191237
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 07/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/03/2025
The quantity of what the sample constitutes: Test Area 166'x15'
A brief description of the sample: Class 2 AB
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Pacific Materials Templeton
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: jobsite - compacted base
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-07-03-34-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/05/2025
Date Tested: 07/03/2025
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: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: 95% Requirement. South bound Fair Oaks off ramp. CST-03. 687+63-689+29
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
5475 g/cc
|
|
Average of Count or Density
|
1825 g/cc
|
|
Sum of Moisture Count
|
418 g/cc
|
|
Average of Moisture Count
|
139.33 g/cc
|
|
Count Ratio Density
|
2.1
|
|
Count Ratio Moisture
|
0.15
|
|
Calculated Percent Relative Compaction
|
103.4 %
|
|
Reported Percent Relative Compaction
|
103 %
|
DIME Test ID: 2025-07-03-34-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/05/2025
Date Tested: 07/03/2025
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: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: 95% Requirement. South bound Fair Oaks off ramp. CST-03. 687+63-689+29
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.01
|
|
Highest adjust wet density
|
2.03
|
|
Relative compaction
|
103
|
|
% Moisture
|
2 %
|
|
Optimum Moisture
|
2 %
|
