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Sample Record for 2024-06-03-128

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Project Information

Project ID: 995285 DEA: 024H7804 EFIS: 0219000004 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-89-22.0/30.6
Work Description: PLACE HMA, SHOULDER BACKING AND THERMOPLASTIC TRAFFIC STRIPE.
Location Description: SHASTA COUNTY ABOUT 6 MILES EAST OF BURNEY FROM 0.2 MILE NORTH OF ROUTE 299 TO 0.6 MILE NORTH OF LAKE BRITTON ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIA02-4H7804LS, INC.
Contractor Address: Unknown
Resident Engineer: Joel Gasik Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-03-128
TL Number from the TL Form: 858492
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: 06/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2024
The quantity of what the sample constitutes: 10,000 tons
A brief description of the sample: 10 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79566
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: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 2408002
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2024-06-03-128-1
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: 03/04/2025
Date Tested: 02/24/2025
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=5.02%
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3115.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5298.9 g
Mass of HMA Sample prior to ignition 2183.3 g
Corrected Asphalt Binder Content 5.02 %
Mass Loss 124.9 g
Mass of aggregate remaining after ignition 2058.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.56 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C

Test 2 of 3

DIME Test ID: 2024-06-03-128-2
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: 03/04/2025
Date Tested: 06/05/2024
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=2.472
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 7333.7 grams
Mass of oven-dry sample in air for Sample 1 2504.9 grams
Mass of container filled with the sample and water for Sample 1 8825.3 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.472
Theoretical maximum density at 25°C (77°F) 2464.8 kg/m^3

Test 3 of 3

DIME Test ID: 2024-06-03-128-3
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 03/04/2025
Date Tested: 03/04/2025
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: Nf>15000, SIP=12503
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 122 F
Air Void Content for specimen A-1 no data
Air Void Content for specimen A-2 no data
Air Void Content for specimen B-1 no data
Air Void Content for specimen B-2 no data
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) 11182
Maximum impression at 5000 passes (left wheel) 2.66 mm
Maximum impression at 5000 passes (right wheel) 2.85 mm
Average impression at 5000 passes (left/right avg) 2.76 mm
Maximum impression at 10000 passes (left wheel) 3.77 mm
Maximum impression at 10000 passes (right wheel) 3.45 mm
Average impression at 10000 passes (left/right avg) 3.61 mm
Maximum impression at 15000 passes (left wheel) 4.7 mm
Maximum impression at 15000 passes (right wheel) 4.23 mm
Average impression at 15000 passes (left/right avg) 4.47 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data