Summary for Test 2024-07-31-11-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 994592 DEA: 081J7004 EFIS: 0818000097 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R59.3/R59.5 |
| Award Date | 09/07/2023 |
| Closeout Date | 04/30/2025 |
| Work Description | HIGH SPEED WEIGH IN MOTION SYSTEM, JPCP,HMA, AND MODIFYING CMS SYSTEM. |
| Location Description | RIVERSIDE COUNTY IN COACHELLA FROM 0.4 MILE TO 0.6 MILE EAST OF DILLON ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 07/31/2024 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/01/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 1/2" HMA A SP R25 .5% LAS | The quantity of what the sample constitutes | 29 BOX HMA, 4 BAGS CMB AGG, 3 BAGS RAP, 3 BAGS 1/2", 38", RD, 5 ROCK, 4 QTS PG 58-22, 3 QTS LAS |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | GRANITE |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0362A-24 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction Company Indio | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 3922 | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2024-07-31-11
DIME Test ID: 2024-07-31-11-6
Testing Lab: CT D08 - Fontana Southern 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: 2024-12-09
Test Results
Input Type: Calculated
Tester's full name: Juan Abarca
Date of test: 08/07/2024
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: 2.46 mm
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): 2.12 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.79 mm
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 23385
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/9/2024 ✔