Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215734 DEA: 024H0104 EFIS: 0218000068
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-78.3/90.3
Work Description: REPLACE AC SURFACING, PLACE HMA AND THERMOPLASTIC TRAFFIC STRIPING.
Location Description: PLUMAS COUNTY NEAR PORTOLA FROM 0.4 MILE WEST OF BIG GRIZZLY CREEK BRIDGE TO 0.8 MILE WEST OF SUMMIT SCHOOL DRIVE
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 243339 Hwy 89, N Burney, CA 96013
Resident Engineer: Mike Zdenek Structure Rep.: Unknown
DIME Sample ID: 2026-06-24-71
TL Number from the TL Form: 036644
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: 06/24/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/13/2026
The quantity of what the sample constitutes: 180 tons
A brief description of the sample: 2 Boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-16)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80277
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Pit - Litchfield, CA
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 6.2
Virgin binder PG: PG 64-16
Design binder PG: PG 58-22
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 25
WMA Additives: No
Antistrip type: 1.0% Lime
DIME Test ID: 2026-06-24-71-1
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: 07/27/2026
Date Tested: 07/13/2026
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: Gmm=2.462
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
|
1554.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8253.7 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.462
|
|
Theoretical maximum density at 25°C (77°F)
|
2454.9 kg/m^3
|
DIME Test ID: 2026-06-24-71-2
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: 07/27/2026
Date Tested: 07/20/2026
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: Pb=5.97%
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
|
3035.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4596.2 g
|
|
Mass of HMA Sample prior to ignition
|
1560.5 g
|
|
Corrected Asphalt Binder Content
|
5.98 %
|
|
Mass Loss
|
109.8 g
|
|
Mass of aggregate remaining after ignition
|
1450.7 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.87 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
538 C
|
