Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212866 DEA: 021H9704 EFIS: 0216000051
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-12.6/13.1
Work Description: CURVE REALIGNMENT AND HMA PAVING.
Location Description: TEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE
Contractor Name: Tullis Inc
Contractor Address: 16951 Clear Creek Road, Redding, CA 96001
Resident Engineer: Structure Rep.: Unknown
DIME Sample ID: 2020-05-22-27
TL Number from the TL Form: 897706
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/22/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2-inch RHMA-G (PG 64-16 CR) with 1.0 Lime
From where was the sample collected: Manufacturer
Laboratory sample identification: D78444
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Northstate Asphalt, Redding, CA
DIME Test ID: 2020-05-22-27-1
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: 07/24/2020
Date Tested: 07/23/2020
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
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|
Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
|
1593.2 g
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Corrected Asphalt Binder Content
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8.16 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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0.25 %
|
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Moisture Content
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0.00 %
|
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Temperature Compensation Factor
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no data
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Test Temperature
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1000 F
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DIME Test ID: 2020-05-22-27-2
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: 07/24/2020
Date Tested: 05/26/2020
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:
Additional Comments When Verified:
|
Number of tests
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1
|
|
What is the unit of measurement for theoretical density?
|
US 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
|
7338.0 grams
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Mass of oven-dry sample in air for Sample 1
|
1510.0 grams
|
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Mass of container filled with the sample and water for Sample 1
|
8218.0 grams
|
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Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
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2.395
|
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Theoretical maximum density at 25°C (77°F)
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no data
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DIME Test ID: 2020-05-22-27-3
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
Verified Date: 07/24/2020
Date Tested: 05/27/2020
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:
Additional Comments When Verified:
|
Volume of the specimen
|
2041.785 cm^3
|
|
Uncorrected relative density (Gmmu50-150)
|
94.6 %
|
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Relative density (Gmm50-150)
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97.2 %
|
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Air Voids (AV50-150)
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2.8 %
|
DIME Test ID: 2020-05-22-27-4
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 07/24/2020
Date Tested: 05/28/2020
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:
Additional Comments When Verified:
|
Bulk Specific Gravity
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2.324
|
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Bulk Specific Gravity 2
|
2.324
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Bulk Specific Gravity 3
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2.323
|
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Average Bulk Specific Gravity
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2.324
|
DIME Test ID: 2020-05-22-27-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/24/2020
Date Tested: 05/28/2020
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:
|
Percent Air Voids
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3.0 %
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|
Percent Air Voids 2
|
3.0
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Percent Air Voids 3
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3.0
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Percent Air Voids Average
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3.0
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DIME Test ID: 2020-05-22-27-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/24/2020
Date Tested: 06/02/2020
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:
|
Unit system used?
|
SI Units
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|
Average Dry Tensile Strength
|
153 psi
|
|
Average Wet Tensile Strength
|
146 psi
|
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Tensile Strength Ratio
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0.95
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DIME Test ID: 2020-05-22-27-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 07/24/2020
Date Tested: 05/29/2020
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:
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
25000
|
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
25000
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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2 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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1.9 mm
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Stripping Inflection Point (Wheel A)
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>25000
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Stripping Inflection Point (Wheel B)
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>25000
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