Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001565 DEA: 030J4404 EFIS: 0319000285
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-162-15.6/18.5
Work Description: COLD PLANE AC PVMT, HMA, MINOR CONCRETE, SIGNAL AND LIGHTING SYSTEM.
Location Description: BUTTE COUNTY IN OROVILLE FROM FEATHER RIVER BRIDGE TO FOOTHILL BOULEVARD
Contractor Name: Teichert & Son, Inc.
Contractor Address: 4401 Duluth Ave., Rocklin CA 95765
Resident Engineer: Dwayne Grandy Structure Rep.: Unknown
DIME Sample ID: 2026-08-07-26
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: 08/07/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/07/2026
The quantity of what the sample constitutes: 100 tons
A brief description of the sample: 3/4" HMA w/ 25% RAP
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 6
HMA Mix Number: 30940132416P
Binder content (%): 4.5
Virgin binder PG: PG 58-22
Design binder PG: PG 58-22
Binder Supplier: PNW
RAP content (%): 25
WMA Additives: No
Antistrip type:
DIME Test ID: 2026-08-07-26-1
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: 08/17/2026
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
|
2667.8 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
9036.4 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.58
|
|
Theoretical maximum density at 25°C (77°F)
|
2572.5 kg/m^3
|
DIME Test ID: 2026-08-07-26-2
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: 08/17/2026
Date Tested: 08/13/2026
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: L1
OBC 4.5%
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
|
2120.1 g
|
|
Corrected Asphalt Binder Content
|
4.68 %
|
|
Mass Loss
|
115.4 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.76 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.02 %
|
|
Test Temperature
|
538 C
|
