Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002527 DEA: 033G7504 EFIS: 0325000106
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-191-0.0/3.4,3.7/6.8
Work Description:
Location Description:
Contractor Name: LAMON CONSTRUCTION
Contractor Address: 871 Von Geldern Way., Yuba City, CA, 95991
Resident Engineer: Husam Makhoul Structure Rep.: Unknown
DIME Sample ID: 2026-08-11-26
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/11/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2026
The quantity of what the sample constitutes: 2 Boxes HMA
A brief description of the sample: 1/2" RHMA PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood
HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 5
HMA Mix Number: 30940542500P
Binder content (%): 7.5
Virgin binder PG:
Design binder PG: PG 64-16
Binder Supplier: Pacific Northwest Oil
RAP content (%):
WMA Additives:
Antistrip type:
DIME Test ID: 2026-08-11-26-1
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: 08/13/2026
Date Tested: 08/12/2026
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
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
|
7402.5 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1609.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8362.4 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.478
|
|
Theoretical maximum density at 25°C (77°F)
|
2470.8 kg/m^3
|
DIME Test ID: 2026-08-11-26-2
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: 08/13/2026
Date Tested: 08/12/2026
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: R1
OBC 7.5
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of HMA Sample prior to ignition
|
1683.1 g
|
|
Corrected Asphalt Binder Content
|
7.56 %
|
|
Mass Loss
|
134.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.42 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.02 %
|
|
Test Temperature
|
538 C
|
