Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212497 DEA: 024E0204 EFIS: 0200020196
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-77.8/79.7
Work Description: PULVERIZE AND RECONSTRUCT PAVEMENT, AND WIDEN WITH AB, HMA, & RHMA
Location Description: SHASTA COUNTY NEAR BURNEY FROM 0.2 MILE WEST OF SONOMA STREET TO 0.3 MILE WEST OF ROUTE 89
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 24339 Highway 89, N. Burney, CA 96013
Resident Engineer: Tofael Anwar Structure Rep.: Christopher S 'Chris' Brace
DIME Sample ID: 2018-04-12-13
TL Number from the TL Form: 853526
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: 04/12/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/13/2018
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4-inch Type A HMA, PG 64-28 M
From where was the sample collected: Manufacturer
Laboratory sample identification: D77323
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek - Shaw Pit Facility
DIME Test ID: 2018-04-12-13-1
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: 08/20/2018
Date Tested: 05/01/2018
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?
|
Method A
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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5.19 %
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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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no data
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
|
DIME Test ID: 2018-04-12-13-2
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: 08/20/2018
Date Tested: 04/13/2018
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
|
Mass Determination
|
Air
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Specific Gravity for Sample 1
|
2.471
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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: 2018-04-12-13-3
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: 08/20/2018
Date Tested: 04/17/2018
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
|
2.372
|
Bulk Specific Gravity 2
|
2.366
|
Bulk Specific Gravity 3
|
2.374
|
Average Bulk Specific Gravity
|
2.371
|
DIME Test ID: 2018-04-12-13-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/20/2018
Date Tested: 05/03/2018
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
|
4.0 %
|
Percent Air Voids 2
|
4.3 %
|
Percent Air Voids 3
|
3.9 %
|
Percent Air Voids Average
|
4.1 %
|
DIME Test ID: 2018-04-12-13-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 08/20/2018
Date Tested: 04/19/2018
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)
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no data
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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)
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no data
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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no data
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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no data
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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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no data
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