Print Report | Back to Sample Detail

Sample Record for 2025-07-03-41

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

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: 2025-07-03-41
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: 83' x 15' of compacted class 2 AB
A brief description of the sample: Compacted 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: Los Berros N/B On Ramp Gore Point. From compacted ground
Where the material sample would have been placed if not sampled:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2025-07-03-41-1
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:
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.24
Highest adjust wet density 2.26
Relative compaction 96
% Moisture 2 %
Optimum Moisture 2 %

Test 2 of 3

DIME Test ID: 2025-07-03-41-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
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: 93454
Organization Email: isaac.gleffe@dot.ca.gov
Organization Phone: 8053191237
This test has been superseded on 08/05/2025. The corrected test ID is: 2025-07-03-41-3
Reason: retested

Test 3 of 3

DIME Test ID: 2025-07-03-41-3
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: CST-1 Re-Test STA: 436+05 - 436+88
The test was superseded from test ID: 2025-07-03-41-2
Test Result Compliance: complies
Additional Comments When Verified:
Sum of Count or Density 5064 g/cc
Average of Count or Density 1688 g/cc
Sum of Moisture Count 630 g/cc
Average of Moisture Count 210 g/cc
Count Ratio Density 2.16
Count Ratio Moisture 0.23
Calculated Percent Relative Compaction 95.5 %
Reported Percent Relative Compaction 96 %