Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211705 DEA: 024G3804 EFIS: 0214000006
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-0.0/8.3
Work Description: PLACE RUBBERIZED HOT MIX ASPHALT, GUARDRAIL, AND SOME DRAINAGE
Location Description: TRINITY COUNTY AT AND NEAR SALYER FROM HUMBOLDT COUNTY LINE TO 0.6 MILE EAST OF GRAY CREEK ROAD
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: Unknown
Resident Engineer: MANDHIR GREWAL Structure Rep.: Unknown
DIME Sample ID: 2018-05-16-15
TL Number from the TL Form: 002139
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: 05/16/2018
Date that the sample was received by the laboratory/organization performing the testing: 05/17/2018
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2-inch RHMA-G, PG 64-16 CR
From where was the sample collected: Manufacturer
Laboratory sample identification: D77396
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser Company, Willow Creek Plant
DIME Test ID: 2018-05-16-15-1
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: 08/30/2018
Date Tested: 06/07/2018
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
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
7.73 %
|
Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
|
no data
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|
DIME Test ID: 2018-05-16-15-2
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: 08/30/2018
Date Tested: 05/17/2018
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:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Specific Gravity for Sample 1
|
2.534
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2018-05-16-15-3
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: 08/30/2018
Date Tested: 05/18/2018
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
|
2.469
|
Bulk Specific Gravity 2
|
2.468
|
Bulk Specific Gravity 3
|
2.470
|
Average Bulk Specific Gravity
|
2.469
|
DIME Test ID: 2018-05-16-15-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/30/2018
Date Tested: 05/21/2018
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
|
2.6 %
|
Percent Air Voids 2
|
2.6 %
|
Percent Air Voids 3
|
2.5 %
|
Percent Air Voids Average
|
2.6 %
|
DIME Test ID: 2018-05-16-15-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/30/2018
Date Tested: 06/01/2018
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:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
136 psi
|
Average Wet Tensile Strength
|
119 psi
|
Tensile Strength Ratio
|
87
|
DIME Test ID: 2018-05-16-15-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 08/30/2018
Date Tested: 05/22/2018
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)
|
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
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
no data
|
Stripping Inflection Point (Wheel A)
|
>25000
|
Stripping Inflection Point (Wheel B)
|
no data
|