Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995002 DEA: 010H5804 EFIS: 0117000238
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-299-R7.6/R29.2
Work Description: RHMA, HMA AND REPLACE AC SURFACING.
Location Description: HUMBOLDT COUNTY AT VARIOUS LOCATIONS FROM 0.5 MILE EAST OF BLUE LAKE BOULEVARD TO 0.1 MILE EAST OF TITLOW HILL ROW
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 215 I STREET, EUREKA, CA 95501
Resident Engineer: Robin Collins Structure Rep.: Adlai Evans
DIME Sample ID: 2025-05-06-78
TL Number from the TL Form: 972444
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: 05/06/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/12/2025
The quantity of what the sample constitutes: 750 tons/10,000 tons
A brief description of the sample: 12 boxes of 1/2inch RHMA-G (PG 64-16 CR) with WMA
From where was the sample collected: Manufacturer
Laboratory sample identification: D79875
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kernen Construction — Hatchery Lane Facility (Arcata, CA)
DIME Test ID: 2025-05-06-78-1
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: 06/12/2025
Date Tested: 05/13/2025
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: Gmm=2.446
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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SI Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7332.2 grams
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Mass of oven-dry sample in air for Sample 1
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1602.5 grams
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Mass of container filled with the sample and water for Sample 1
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8279.5 grams
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Temperature of Water
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76 °F
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Specific Gravity for Sample 1
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2.446
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Theoretical maximum density at 25°C (77°F)
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2438.9 kg/m^3
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DIME Test ID: 2025-05-06-78-3
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: 06/12/2025
Date Tested: 06/10/2025
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=7.39
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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3017 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5059 g
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Mass of HMA Sample prior to ignition
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2042 g
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Corrected Asphalt Binder Content
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7.39 %
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Mass Loss
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172.7 g
|
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Mass of aggregate remaining after ignition
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1869.3 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.92 %
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Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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0.15 %
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|
Test Temperature
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538 C
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DIME Test ID: 2025-05-06-78-4
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/13/2025
Date Tested: 05/16/2025
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>15000
Test Result Compliance: complies
Additional Comments When Verified:
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Specimen Preparation Method
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no data
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Test Temperature
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122 F
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Air Void Content for specimen A-1
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no data
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Air Void Content for specimen A-2
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no data
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Air Void Content for specimen B-1
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no data
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Air Void Content for specimen B-2
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no data
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Stripping Inflection Point (Wheel A)
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>15000
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Stripping Inflection Point (Wheel B)
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>15000
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Maximum impression at 5000 passes (left wheel)
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1.14 mm
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Maximum impression at 5000 passes (right wheel)
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1.43 mm
|
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Average impression at 5000 passes (left/right avg)
|
1.29 mm
|
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Maximum impression at 10000 passes (left wheel)
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1.58 mm
|
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Maximum impression at 10000 passes (right wheel)
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1.97 mm
|
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Average impression at 10000 passes (left/right avg)
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1.78 mm
|
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Maximum impression at 15000 passes (left wheel)
|
2.01 mm
|
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Maximum impression at 15000 passes (right wheel)
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2.31 mm
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Average impression at 15000 passes (left/right avg)
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2.16 mm
|
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Average impression at 20000 passes (left/right avg)
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no data
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|
Average impression at 25000 passes (left/right avg)
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no data
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