Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995031 DEA: 023H82U4 EFIS: 0223000011
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-44-0.0/37.2
Work Description: REPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE.
Location Description: LASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 24339 Hwy 89 N, Burney, CA 96013
Resident Engineer: Edward Worden Structure Rep.: Unknown
DIME Sample ID: 2024-08-28-133
TL Number from the TL Form: 858130
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: 08/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2024
The quantity of what the sample constitutes: 10 boxes
A brief description of the sample: 3/4" RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: D79698
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials – Ward Lake Plant (Litchfield, CA)
DIME Test ID: 2024-08-28-133-1
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: 01/28/2025
Date Tested: 12/13/2024
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=2.416
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
|
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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7331.7 grams
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Mass of oven-dry sample in air for Sample 1
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2562.2 grams
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Mass of container filled with the sample and water for Sample 1
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8833.3 grams
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Temperature of Water
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78 °F
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Specific Gravity for Sample 1
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2.416
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Theoretical maximum density at 25°C (77°F)
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2409 kg/m^3
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DIME Test ID: 2024-08-28-133-2
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/28/2025
Date Tested: 01/15/2025
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: S1=143 psi, S2=113 psi, TSR=79%
Test Result Compliance: does not comply
Additional Comments When Verified:
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Unit system used?
|
SI Units
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Average Dry Tensile Strength
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143 psi
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Average Wet Tensile Strength
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113 psi
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Tensile Strength Ratio
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0.79
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DIME Test ID: 2024-08-28-133-3
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: 01/28/2025
Date Tested: 12/18/2024
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: Pb=7.15%
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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3035 g
|
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Mass of the specimen and specimen basket assembly prior to ignition
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5087.6 g
|
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Mass of HMA Sample prior to ignition
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2052.6 g
|
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Corrected Asphalt Binder Content
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7.14 %
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Mass Loss
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165.1 g
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Mass of aggregate remaining after ignition
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1887.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.75 %
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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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