Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000513 DEA: 020J8504 EFIS: 0219000168
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-89-21/R34.622
Work Description: MCCLOUD CAPM - PAVEMENT REHABILITATION
Location Description: IN SISKIYOU COUNTY AT AND NEAR MCCLOUD FROM 0.1 MILE SOUTH OF MUD CREEK BRIDGE TO ROUTE 5
Contractor Name: TULLIS, INC.
Contractor Address: Unknown
Resident Engineer: Austin Henry Structure Rep.: Unknown
DIME Sample ID: 2026-05-15-71
TL Number from the TL Form: 877620
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: 05/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/15/2026
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 bags of Fine RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80196
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis — Northstate Asphalt (Redding, CA)
DIME Test ID: 2026-05-15-71-1
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: 06/09/2026
Date Tested: 05/21/2026
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: Pbr(uncorrected)=6.88%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3019.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4702.1 g
|
|
Mass of HMA Sample prior to ignition
|
1682.6 g
|
|
Corrected Asphalt Binder Content
|
6.88 %
|
|
Mass Loss
|
118.8 g
|
|
Mass of aggregate remaining after ignition
|
1563.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.18 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-05-15-71-2
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: 06/09/2026
Date Tested: 05/21/2026
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: Gmmr=2.505
Test Result Compliance: complies
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
|
7330.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1672.7 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8335.5 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.505
|
|
Theoretical maximum density at 25°C (77°F)
|
2497.7 kg/m^3
|
