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Sample Record for 2025-07-03-36

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Project Information

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

Sample Information

DIME Sample ID: 2025-07-03-36
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 174'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

Material Information

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:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-07-03-36-1
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. Brisco North bound on ramp gore point. CST-08. Re-Test. 737+90-739+64
Test Result Compliance: complies
Additional Comments When Verified:
Sum of Count or Density 5495 g/cc
Average of Count or Density 1831 g/cc
Sum of Moisture Count 434 g/cc
Average of Moisture Count 144.67 g/cc
Count Ratio Density 2.09
Count Ratio Moisture 0.16
Calculated Percent Relative Compaction 100.4 %
Reported Percent Relative Compaction 100 %

Test 2 of 2

DIME Test ID: 2025-07-03-36-2
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. Brisco North bound on ramp gore point. CST-08. Re-Test. 737+90-739+64
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.06
Highest adjust wet density 2.08
Relative compaction 100
% Moisture 2 %
Optimum Moisture 2 %