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Sample Record for 2024-07-22-81

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

Project Information

Project ID: 995221 DEA: 024H0004 EFIS: 0218000067 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-97,161-45.0/54.1,0.0/0.8
Work Description: HOT MIX ASPHALT, PAVEMENT DELINEATION, & ELECTRICAL WORK.
Location Description: SISKIYOU COUNTY IN AND NEAR DORRIS ON ROUTE 97 FROM 0.3 MILE SOUTH OF SAMS NECK ROAD TO OREGON STATE LINE AND ON ROUTE 161 FROM ROUTE 97 TO 0.6 MILE EAST OF INDIAN TOM LAKE ROAD
Contractor Name: ROCKY MOUNTAIN CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Austin Henry Structure Rep.: Nicolas Jimenez

Sample Information

DIME Sample ID: 2024-07-22-81
TL Number from the TL Form: 891202
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: 07/22/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/23/2024
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 Bags RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79656B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Rocky Mnt Const.

Material Information

RAP Source: Rocky Mnt const.
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: 2024-07-22-81-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/17/2024
Date Tested: 09/17/2024
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) 0.3 %
Aggregate correction factor for the 3/8 in. sieve (% passing) 1.8 %
Aggregate correction factor for the #4 sieve (% passing) -0.5 %
Aggregate correction factor for the #8 sieve (% passing) -0.9 %
Aggregate correction factor for the #16 sieve (% passing) -0.8 %
Aggregate correction factor for the #30 sieve (% passing) -0.4 %
Aggregate correction factor for the #50 sieve (% passing) -0.3 %
Aggregate correction factor for the #100 sieve (% passing) no data0 %
Aggregate correction factor for the #200 sieve (% passing) 0.2 %
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 94 %
Cumulative percent passing the #4 sieve 67 %
Cumulative percent passing the #8 sieve 47 %
Cumulative percent passing the #16 sieve 33 %
Cumulative percent passing the #30 sieve 25 %
Cumulative percent passing the #50 sieve 19 %
Cumulative percent passing the #100 sieve 15 %
Cumulative percent passing the #200 sieve 12 %

Test 2 of 3

DIME Test ID: 2024-07-22-81-2
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)
Verified Date: 09/17/2024
Date Tested: 07/31/2024
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:
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3034.2 g
Mass of the specimen and specimen basket assembly prior to ignition 4874.3 g
Mass of HMA Sample prior to ignition 1840.1 g
Corrected Asphalt Binder Content 6.53 %
Mass Loss 123.1 g
Mass of aggregate remaining after ignition 1717 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor 0.16 %
Test Temperature 538 C

Test 3 of 3

DIME Test ID: 2024-07-22-81-3
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/17/2024
Date Tested: 07/25/2024
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:
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7333 grams
Mass of oven-dry sample in air for Sample 1 1821.6 grams
Mass of container filled with the sample and water for Sample 1 8433 grams
Temperature of Water 24 °F
Specific Gravity for Sample 1 2.524
Theoretical maximum density at 25°C (77°F) 2516.7 kg/m^3