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Sample Record for 2024-05-27-5

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

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: 2024-05-27-5
TL Number from the TL Form: 858491
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: 05/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/28/2024
The quantity of what the sample constitutes: 10,000 tons
A brief description of the sample: 8 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79555
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: 2408001
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: 2024-05-27-5-1
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: 02/06/2025
Date Tested: 02/04/2025
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: Pb=5.18%
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 3035.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5089.2 g
Mass of HMA Sample prior to ignition 2053.6 g
Corrected Asphalt Binder Content 5.18 %
Mass Loss 121 g
Mass of aggregate remaining after ignition 1932.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.56 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C

Test 2 of 3

DIME Test ID: 2024-05-27-5-2
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: 02/06/2025
Date Tested: 05/31/2024
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=2.468
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 2531.4 grams
Mass of container filled with the sample and water for Sample 1 8839.5 grams
Temperature of Water 75 °F
Specific Gravity for Sample 1 2.468
Theoretical maximum density at 25°C (77°F) 2460.8 kg/m^3

Test 3 of 3

DIME Test ID: 2024-05-27-5-3
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 02/06/2025
Date Tested: 06/12/2024
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: Nf>15000, SIP>15000
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) 13611
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 2.24 mm
Maximum impression at 5000 passes (right wheel) 2.46 mm
Average impression at 5000 passes (left/right avg) 2.35 mm
Maximum impression at 10000 passes (left wheel) 2.64 mm
Maximum impression at 10000 passes (right wheel) 3.1 mm
Average impression at 10000 passes (left/right avg) 2.87 mm
Maximum impression at 15000 passes (left wheel) 3.17 mm
Maximum impression at 15000 passes (right wheel) 3.9 mm
Average impression at 15000 passes (left/right avg) 3.54 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data