Summary for Test 2020-05-04-20-5
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 213884 DEA: 051F1004 EFIS: 0513000057 Permit Numbers: 0519NOP0704 0520NDP0091 |
|---|---|
| DIST-CO-RTE-PM | 05---82.18/-1 |
| Award Date | 01/07/2020 |
| Closeout Date | 08/17/2022 |
| Work Description | Re-align on and off-ramps at NB interchange. Signalize the intersection, revise pavement delineation and markings on Clark Avenue, minor pavement rehabilitation, guardrail replacement and widening at southbound off-ramp.Construct interchange improvements at US Highway 101 and Clark Avenue accordin |
| Location Description | US Highway 101, Orcutt unincorporated |
| QA Service Level | 1 (Verified on 02/18/2020) |
Sample Information
| Sample Taken Date | 05/04/2020 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/07/2020 | Sample type | Verification |
| A brief description of the sample | Boxes of RHMA-G | The quantity of what the sample constitutes | One JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Sal |
| Last name of sampler or witnessed by | Lopez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Buellton | |
| 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 | Unknown |
| Sublot number | Unknown | 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: 2020-05-04-20
DIME Test ID: 2020-05-04-20-5
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: 2020-05-13
Test Results
Input Type: Calculated
Tester's full name: E. Atkins
Date of test: 05/12/2020
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
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): 3.51 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 3.51 mm
Stripping Inflection Point (Wheel A): >25000
Stripping Inflection Point (Wheel B): >25000
General comments (publicly viewable) (Max 1000 characters): Inflection point is report only with CPD 19-8 CCO. 3.51 mm is average rut depth of both the left and right sides.
Test was verified on 5/13/2020 ✔