Summary for Test 2020-05-06-16-5
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 214520 DEA: 051H9804 EFIS: 0517000043 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-78.4/79.0 |
| Award Date | 01/08/2020 |
| Closeout Date | 09/25/2020 |
| Work Description | ROADWAY EXCAVATION, PLACE AGGREGATE BASE, HMA AND RHMA-G. |
| Location Description | SANTA BARBARA COUNTY NEAR SANTA MARIA FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF SOLOMON SUMMIT UNDERCROSSING |
| QA Service Level | 1 (Verified on 02/20/2020) |
Sample Information
| Sample Taken Date | 05/06/2020 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/13/2020 | 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 | Cal |
| Last name of sampler or witnessed by | Portland | 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 | 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2020-05-06-16
DIME Test ID: 2020-05-06-16-5
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: 2020-05-19
Test Results
Input Type: Calculated
Tester's full name: D. Ramirez
Date of test: 05/18/2020
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): 3.05 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 3.05 mm
Stripping Inflection Point (Wheel A): >16600
Stripping Inflection Point (Wheel B): >16600
General comments (publicly viewable) (Max 1000 characters): CPD 19-8 CCO looks at average rut depth at 15000 passes for PG 64-16, and inflection point is report only.
Test was verified on 5/19/2020 ✔