Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000957 DEA: 022K5404 EFIS: 0225000091
QA Service Level: 1
DIST-CO-RTE-PM: 02---
Work Description:
Location Description:
Contractor Name: TULLIS INC
Contractor Address: P O BOX 493416, REDDING CA 96049
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2025-10-20-34
TL Number from the TL Form: 876966
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/21/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 2 Boxes of Lime Treated 3/4-inch HMA-A, w/ 25% RAP, PG 58-34 Valero (Benicia)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80100
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc. - Northstate Asphalt (Redding CA)
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 4.7
Virgin binder PG:
Design binder PG: PG 64-28
Binder Supplier: Valero (Benicia, CA)
RAP content (%): 25
WMA Additives: No
Antistrip type: 1.0% Lime
DIME Test ID: 2025-10-20-34-1
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: 10/28/2025
Date Tested: 10/21/2025
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: Gmm=2.506
Test Result Compliance: not applicable
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
|
7331 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2608.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8898.3 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.506
|
|
Theoretical maximum density at 25°C (77°F)
|
2498.7 kg/m^3
|
DIME Test ID: 2025-10-20-34-2
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: 10/28/2025
Date Tested: 10/23/2025
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: Pb=5.19%
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
|
3041.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5287.4 g
|
|
Mass of HMA Sample prior to ignition
|
2245.9 g
|
|
Corrected Asphalt Binder Content
|
5.19 %
|
|
Mass Loss
|
137.3 g
|
|
Mass of aggregate remaining after ignition
|
2108.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.79 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.13 %
|
|
Test Temperature
|
538 C
|
