Summary for Test 2019-05-23-20-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 211775 DEA: 024E6504 EFIS: 0212000012 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-R52.5/88.4 |
| Award Date | 07/10/2017 |
| Closeout Date | 01/05/2021 |
| Work Description | WIDEN BRIDGES,POLYESTER CONC OVERLAY,COLD PLANE AC PVMT,HMA,GUARDRAIL |
| Location Description | SISKIYOU COUNTY NEAR SEIAD VALLEY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF THOMPSON CREEK BRIDGE TO 0.2 MILE EAST OF BEAVER CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/23/2017) |
Sample Information
| Sample Taken Date | 05/23/2019 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/23/2019 | Sample type | Verification |
| A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-28 M) with WMA | The quantity of what the sample constitutes | JMF Modification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Derrick |
| Last name of sampler or witnessed by | Curry | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D77888 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | |
| Transportation Laboratory (TL) Number | 001376 | 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 | 3/4 inch | Lot number | 0 |
| Sublot number | 0 | 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: 2019-05-23-20
DIME Test ID: 2019-05-23-20-6
Testing Lab: CT D02 - Redding Northern 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: 2019-07-02
Test Results
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 05/24/2019
HMA Production: Field Plant Produced
Specified number of passes at 12.7 mm: 15000
Specified number of passes at inflection point: 10000
Type and Amount of Anti-Stripping Additive: 1.0% Lime
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): 25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 25000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 1.6 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 1.5 mm
Stripping Inflection Point (Wheel A): >25000
Stripping Inflection Point (Wheel B): >25000
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
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/2/2019 ✔