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Sample Record for 2022-08-29-53

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

Project Information

Project ID: 993299 DEA: 022J3904 EFIS: 0221000073 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-44-45.5/51.6
Work Description: HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING.
Location Description: SHASTA COUNTY NEAR VIOLA FROM 3.0 MILES EAST OF DEER FLAT ROAD TO 0.5 MILE EAST OF BRIDGE CREEK ROAD
Contractor Name: TULLIS INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-08-29-53
TL Number from the TL Form: 866065
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 08/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/29/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 1 bag of Combined RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79143B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis – Northstate Asphalt (Redding, CA)

Material Information

RAP Source: Northstate Asphalt
Aggregate Size: 1/2-inch
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: 2022-08-29-53-1
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: 09/09/2022
Date Tested: 08/31/2022
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: complies
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7335.8 grams
Mass of oven-dry sample in air for Sample 1 2561.6 grams
Mass of container filled with the sample and water for Sample 1 8895.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.557
Theoretical maximum density at 25°C (77°F) 159.2 lb/ft^3

Test 2 of 3

DIME Test ID: 2022-08-29-53-2
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: 09/09/2022
Date Tested: 08/31/2022
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: Uncorrected
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 4.93 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 3 of 3

DIME Test ID: 2022-08-29-53-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/09/2022
Date Tested: 09/06/2022
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: Uncorrected
Test Result Compliance: not applicable
Additional Comments When Verified:
Is an aggregate correction factor used? No
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 98 %
Cumulative percent passing the 1/2 in. sieve 82.1 %
Cumulative percent passing the 3/8 in. sieve 68.3 %
Cumulative percent passing the 1/4 in. sieve 54 %
Cumulative percent passing the #4 sieve 47.5 %
Cumulative percent passing the #8 sieve 34.7 %
Cumulative percent passing the #16 sieve 25.4 %
Cumulative percent passing the #30 sieve 18.8 %
Cumulative percent passing the #50 sieve 13.8 %
Cumulative percent passing the #100 sieve 10.2 %
Cumulative percent passing the #200 sieve 7.8 %