Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
DEA: No Project
QA Service Level:
DIST-CO-RTE-PM: ---
Work Description: Special project identifier for material not associated with a project
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2019-08-16-8
TL Number from the TL Form:
Sample Submitted By Organization: Sierra Pacific Materials
Sample Organization Contact: (805) 423-2327
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/16/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/16/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2 HMA A
From where was the sample collected: Source
Laboratory sample identification: TEM12SPLA
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM-Templeton
DIME Test ID: 2019-08-16-8-1
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 08/23/2019
Date Tested: 08/23/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test: No SIP reported
Test Result Compliance:
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)
|
15000
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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)
|
15000
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
6.764 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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6.711 mm
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Stripping Inflection Point (Wheel A)
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>10000
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Stripping Inflection Point (Wheel B)
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>10000
|
DIME Test ID: 2019-08-16-8-2
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/23/2019
Date Tested: 08/23/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
SI Units
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Average Dry Tensile Strength
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241 psi
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Average Wet Tensile Strength
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198 psi
|
Tensile Strength Ratio
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82
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