Summary for Test 2019-03-25-25-7
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 03/25/2019 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/29/2019 | Sample type | Verification |
| A brief description of the sample | 1/2 inch Type A (PG 64-10) (Dispute Resolution of JMF) | The quantity of what the sample constitutes | Dispute Resolution of JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Mark |
| Last name of sampler or witnessed by | Huddleston | Title of sampler | Mat and Res Eng Aso |
| Telephone number of sampler | Laboratory sample identification | 019-006 | |
| Linked DIME Sample ID | NA | The fabricator/manufacturer/facility name | Papich Construction |
| Transportation Laboratory (TL) Number | HDQTRS Lab | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 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: 2019-03-25-25
DIME Test ID: 2019-03-25-25-7
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2019-05-15
Test Results
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 05/01/2019
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: Source Road Science
Type LAS
Name XL-9000
Percent 0.8%
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): 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): 6 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 6.27 mm
Stripping Inflection Point (Wheel A): 11818
Stripping Inflection Point (Wheel B): 10794
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 5/8/2019 ✔