Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R3.8/R11.7
Work Description: WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location Description: SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Contractor Name: J.F. SHEA CONSTRUCTION
Contractor Address: P.O. BOX 494519, REDDING, CA 96049-4519
Resident Engineer: Henry Benner Structure Rep.: Eric Chaffee
DIME Sample ID: 2020-10-20-36
TL Number from the TL Form: 853472
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: 10/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/20/2020
The quantity of what the sample constitutes: JMF 19-30-R01
A brief description of the sample: Lime Treated 3/4-inch RHMA-G (PG 64-16 CR) with WMA and Virgin Binder from Valero - Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D78680
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA
DIME Test ID: 2020-10-20-36-1
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: 12/17/2021
Date Tested: 10/21/2020
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: CF = -0.09 @ 538°C in Furnace No.1.
The missing correction and temperature compensation have been incorporated into the "Moisture Content".
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Fahrenheit
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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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no data
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Mass of the specimen and specimen basket assembly prior to ignition
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no data
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Mass of HMA Sample prior to ignition
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2,177.9 g
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Corrected Asphalt Binder Content
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7.52 %
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Mass Loss
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no data
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Mass of aggregate remaining after ignition
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2,013.1 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.00 %
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Moisture Content
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0.05 %
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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: 2020-10-20-36-2
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: 12/17/2021
Date Tested: 10/20/2020
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:
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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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US 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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7337.7 grams
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Mass of oven-dry sample in air for Sample 1
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2529.9 grams
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Mass of container filled with the sample and water for Sample 1
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8847.5 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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2.48
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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: 2020-10-20-36-3
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: 12/17/2021
Date Tested: 10/21/2020
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: Compact @ 152°C for 150 Gyrations with 825 kPa and Hold 30 Minutes.
Test Result Compliance:
Additional Comments When Verified:
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Volume of the specimen
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2050.616 cm^3
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Uncorrected relative density (Gmmu50-150)
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94.1 %
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Relative density (Gmm50-150)
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97 %
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Air Voids (AV50-150)
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3.0 %
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DIME Test ID: 2020-10-20-36-4
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: 12/17/2021
Date Tested: 10/21/2020
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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2.406
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Bulk Specific Gravity 2
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2.405
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Bulk Specific Gravity 3
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2.409
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Average Bulk Specific Gravity
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2.407
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DIME Test ID: 2020-10-20-36-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/17/2021
Date Tested: 10/22/2020
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: VMA = 18.3%,
VFA = 83.8%,
DP = 0.6
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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3.0 %
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Percent Air Voids 2
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3.0 %
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Percent Air Voids 3
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2.9 %
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Average Percent Air Voids
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3.0 %
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DIME Test ID: 2020-10-20-36-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/17/2021
Date Tested: 10/27/2020
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: complies
Additional Comments When Verified:
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Unit system used?
|
SI Units
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Average Dry Tensile Strength
|
101 psi
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Average Wet Tensile Strength
|
100 psi
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Tensile Strength Ratio
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0.99
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DIME Test ID: 2020-10-20-36-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 12/17/2021
Date Tested: 10/23/2020
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:
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
25000
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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)
|
2.4 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
2.2 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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