Summary for Test 2019-07-19-25-9
Test performed: AASHTO T324-14Project Information
Project Identifiers | Project ID: 213962 DEA: 010J3304 EFIS: 0119000010 |
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DIST-CO-RTE-PM | 01-MEN-101-24.7 |
Award Date | 04/16/2019 |
Closeout Date | 11/13/2019 |
Work Description | COLD PLANE ASPHALT CONCRETE PAVEMENT AND HOT MIX ASPHALT OVERLAY. |
Location Description | MENDOCINO COUNTY NEAR UKIAH AT UKIAH MAINTENANCE FACILITY 90 WEST LAKE MENDOCINO DRIVE |
QA Service Level | 1 (Verified on 06/18/2019) |
Sample Information
Sample Taken Date | 07/19/2019 | Sample Unique Key | 25 |
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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 | 07/19/2019 |
Sample type | Verification | A brief description of the sample | 3/4" HMA |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Troy | Last name of sampler or witnessed by | Lee |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 19-167 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Ukiah | Transportation Laboratory (TL) Number | 978570 |
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 |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | Unknown |
Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2019-07-19-25
DIME Test ID: 2019-07-19-25-9
Testing Lab: CT D01 - District 1 Materials 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: 2019-10-01
Test Results
Input Type: Measured
Tester's full name: Leif Ayres
Date of test: 10/01/2019
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: 0.3% Evotherm M1
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): 3.71 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 3.68 mm
Stripping Inflection Point (Wheel A): 16552
Stripping Inflection Point (Wheel B): 16552
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 10/1/2019 ✔