Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212679 DEA: 023E7204 EFIS: 0200020154
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-42.1/46.0
Work Description: COLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK.
Location Description: TEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD
Contractor Name: TULLIS, INC.
Contractor Address: 16951 Clear Creek Rd., Redding, CA 96049
Resident Engineer: Anthony Granados Structure Rep.: Unknown
DIME Sample ID: 2018-02-27-11
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/27/2018
Date that the sample was received by the laboratory/organization performing the testing: 02/27/2018
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2-inch Type A HMA, PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification: L180207
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis, Inc - Northstate Asphalt - Redding, CA
DIME Test ID: 2018-02-27-11-1
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/22/2018
Date Tested: 03/09/2018
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: Data input by Ward Jenkins for PEI during beta.
FMLC.
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
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SI Units
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Average Dry Tensile Strength
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206 psi
|
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Average Wet Tensile Strength
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197.1 psi
|
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Tensile Strength Ratio
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96
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DIME Test ID: 2018-02-27-11-2
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 03/22/2018
Date Tested: 03/09/2018
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: Data input by Ward Jenkins for PEI during beta.
FMLC.
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)
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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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