Summary for Test 2019-04-18-16-6
Test performed: AASHTO T324-14Project Information
Project Identifiers | Project ID: 213336 DEA: 023E7404 EFIS: 0200020160 |
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DIST-CO-RTE-PM | 02-SHA-299-R7.6/18.3 |
Award Date | 08/24/2018 |
Closeout Date | 09/02/2020 |
Work Description | PAVEMENT PRESERVATION |
Location Description | SHASTA COUNTY AT AND NEAR SHASTA FROM 0.5 MILE WEST OF CRYSTAL CREEK ROAD TO TRINITY ALLEY |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 04/18/2019 | Sample Unique Key | 16 |
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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 | 04/18/2019 |
Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (PG 64-10) |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Dorell | Last name of sampler or witnessed by | Harper |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D77835 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Valero - Benicia, CA | Transportation Laboratory (TL) Number | 728567 |
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 | 3/4 inch | Lot number | 0 |
Sublot number | 0 | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2019-04-18-16
DIME Test ID: 2019-04-18-16-6
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: 2019-05-20
Test Results
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 04/25/2019
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: 1.0% 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): 2.1 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 1.8 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 5/20/2019 ✔