Summary for Test 2020-09-10-9-5
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 214605 DEA: 051K7904 EFIS: 0519000026 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-166-R51.1/55.0 |
| Award Date | 02/26/2020 |
| Closeout Date | 08/23/2021 |
| Work Description | COLD IN-PLACE RECYCLING AND RHMA OVERLAY. |
| Location Description | SANTA BARBARA COUNTY ABOUT 10 MILES WEST OF NEW CUYAMA FROM CUYAMA RIVER BRIDGE TO 3.1 MILES EAST OF COTTONWOOD CANYON ROAD |
| QA Service Level | 1 (Verified on 04/08/2020) |
Sample Information
| Sample Taken Date | 09/10/2020 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/15/2020 | Sample type | Verification |
| A brief description of the sample | Boxes of RHMA-G | The quantity of what the sample constitutes | One JMF Renewal |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Mark |
| Last name of sampler or witnessed by | Bennet | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CalPortland Garey | |
| 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set | |
| 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: 2020-09-10-9
DIME Test ID: 2020-09-10-9-5
Testing Lab: CT D05 - San Luis Obispo 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: 2020-09-18
Test Results
Input Type: Calculated
Tester's full name: E. Atkins
Date of test: 09/17/2020
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: 2.8 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): 2.62 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.98 mm
Stripping Inflection Point (Wheel A): >25000
Stripping Inflection Point (Wheel B): >25000
General comments (publicly viewable) (Max 1000 characters): CPD 19-8. Average rut depth at 15,000 passes. Inflection point is report only.
Test was verified on 9/18/2020 ✔