Summary for Test 2019-05-29-31-6
Test performed: AASHTO T324-14Project Information
Project Identifiers | Project ID: 213791 DEA: 024H2204 EFIS: 0218000096 |
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DIST-CO-RTE-PM | 02-SIS-89-28.0/34.0 |
Award Date | 01/22/2019 |
Closeout Date | 08/13/2021 |
Work Description | PAVEMENT OVERLAY. |
Location Description | SISKIYOU COUNTY NEAR MCCLOUD FROM 0.5 MILE SOUTH OF MOUNTAIN HOUSE ROAD TO 0.3 MILE SOUTH OF AZALEA ROAD |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 05/29/2019 | Sample Unique Key | 31 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/29/2019 |
Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (eq. PG 64-28 M) |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Randy | Last name of sampler or witnessed by | Bibbens |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D77895 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Valero - Benicia, CA | Transportation Laboratory (TL) Number | 991041 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
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HMA Grading | 1/2 inch | Lot number | 0 |
Sublot number | 0 | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2019-05-29-31
DIME Test ID: 2019-05-29-31-6
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Test Release Date: 2019-07-10
Test Results
Input Type: Measured
Tester's full name: Dennis Hickey and D. Valasek
Date of test: 06/03/2019
HMA Production: Field Plant Produced
Specified number of passes at 12.7 mm: 15000
Specified number of passes at inflection point: 10000
Type and Amount of Anti-Stripping Additive: 1.1% Lime
Compaction Method: SGC Cylindrical Specimen
Test Temperature: 122 F
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): 25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 25000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 2.5 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.2 mm
Stripping Inflection Point (Wheel A): >25000
Stripping Inflection Point (Wheel B): >25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: no data
Impression at specified number of passes average: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/10/2019 ✔