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Sample Record for 2025-10-22-40

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

Project Information

Project ID: 993331 DEA: 023H6904 EFIS: 0218000010 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-30/R42.1
Work Description: ALMANOR WEST REHAB - ROADWAY REHABILITATION
Location Description: IN PLUMAS COUNTY NEAR CANYON DAM FROM LAKE ALMANOR SPILLWAY TO ROUTE 36.
Contractor Name: DIG IT CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Sergio Mendoza Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-10-22-40
TL Number from the TL Form: 848636
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 10/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/23/2025
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 1 Bag RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D80106B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA)

Material Information

RAP Source: Dig It Construction
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2025-10-22-40-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
Data has not been verified.

Test 2 of 3

DIME Test ID: 2025-10-22-40-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
Data has not been verified.

Test 3 of 3

DIME Test ID: 2025-10-22-40-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/05/2025
Date Tested: 11/05/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) 0.2 %
Aggregate correction factor for the 3/8 in. sieve (% passing) 0.9 %
Aggregate correction factor for the #4 sieve (% passing) 4.1 %
Aggregate correction factor for the #8 sieve (% passing) 2.7 %
Aggregate correction factor for the #16 sieve (% passing) 1.4 %
Aggregate correction factor for the #30 sieve (% passing) 0.8 %
Aggregate correction factor for the #50 sieve (% passing) 0.1 %
Aggregate correction factor for the #100 sieve (% passing) -0.3 %
Aggregate correction factor for the #200 sieve (% passing) -0.3 %
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 85 %
Cumulative percent passing the #8 sieve 65 %
Cumulative percent passing the #16 sieve 47 %
Cumulative percent passing the #30 sieve 33 %
Cumulative percent passing the #50 sieve 22 %
Cumulative percent passing the #100 sieve 15 %
Cumulative percent passing the #200 sieve 10.5 %