Summary for Test 2020-06-30-48-4
Test performed: AASHTO T324-14Project Information
Project Identifiers | Project ID: 214059 DEA: 042K7504 EFIS: 0417000019 |
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DIST-CO-RTE-PM | 04-SCL-152-7.6/M10.2 |
Award Date | 05/24/2019 |
Closeout Date | 04/12/2021 |
Work Description | ROADWAY REHAB, CURB RAMPS, SIGNALS, AND STRIPING UPGRADES. |
Location Description | SANTA CLARA COUNTY IN GILROY FROM 0.3 MILE WEST OF SANTA TERESA BOULEVARD TO ROUTE 101 |
QA Service Level | 1 (Verified on 06/04/2019) |
Sample Information
Sample Taken Date | 06/30/2020 | Sample Unique Key | 48 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/02/2020 |
Sample type | Verification | A brief description of the sample | HMA Sample |
The quantity of what the sample constitutes | 20 boxes | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | purvey | Last name of sampler or witnessed by | Shah |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Construction Company | Transportation Laboratory (TL) Number | |
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 | 3/8 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2020-06-30-48
DIME Test ID: 2020-06-30-48-4
Testing Lab: CT D04 - Hayward DME / District 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: 2020-08-05
Test Results
Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 06/30/2020
HMA Production: Field Plant Produced
Specified number of passes at 12.7 mm: 15000
Specified number of passes at inflection point: no data
Type and Amount of Anti-Stripping Additive: N/A
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): 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 3.92 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 4.2 mm
Stripping Inflection Point (Wheel A): 19812
Stripping Inflection Point (Wheel B): 21283
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: 15000
Impression at specified number of passes average: 4 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/5/2020 ✔