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Sample Record for 2022-09-24-18

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993505 DEA: 022J4404 EFIS: 0221000078 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-139-38.0/43.0
Work Description: REPLACE AC SURFACING, ASPHALT RUBBER BINDER, SEAL COAT & HMA OVERLAY.
Location Description: LASSEN COUNTY ABOUT 37 MILES NORTH OF SUSANVILLE FROM 4.3 MILES NORTH OF SOUTH GRASSHOPPER ROAD TO 0. 2 MILE SOUTH OF TERMO GRASSHOPPER ROAD
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-09-24-18
TL Number from the TL Form: 897865
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/24/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/29/2022
The quantity of what the sample constitutes: 10 000 Tons
A brief description of the sample: 4 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP and virgin PG 58-34 M binder from Albina (Klamath Falls, OR)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79168
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials – Shaw Pit Facility (Lookout, CA)

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-09-24-18-1
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: 10/13/2022
Date Tested: 10/03/2022
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:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7335.8 grams
Mass of oven-dry sample in air for Sample 1 1548.1 grams
Mass of container filled with the sample and water for Sample 1 8251.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.448
Theoretical maximum density at 25°C (77°F) 152.4 lb/ft^3

Test 2 of 3

DIME Test ID: 2022-09-24-18-2
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: 10/13/2022
Date Tested: 09/30/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 6.03 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.32 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 3 of 3

DIME Test ID: 2022-09-24-18-3
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 10/13/2022
Date Tested: 10/04/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 122 F
Type and Amount of Anti-Stripping Additive 1.0% Lime
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.83 mm
Maximum impression at 5000 passes (right wheel) 1.85 mm
Average impression at 5000 passes (left/right avg) 1.84 mm
Maximum impression at 10000 passes (left wheel) 2.5 mm
Maximum impression at 10000 passes (right wheel) 3.17 mm
Average impression at 10000 passes (left/right avg) 2.84 mm
Maximum impression at 15000 passes (left wheel) 4.17 mm
Maximum impression at 15000 passes (right wheel) 4.43 mm
Average impression at 15000 passes (left/right avg) 4.3 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data