Summary for Test 2020-06-04-34-7
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 214571 DEA: 020J1104 EFIS: 0219000062 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-33.1/42.1 |
| Award Date | 02/07/2020 |
| Closeout Date | 04/27/2021 |
| Work Description | PLACE HMA & SHOULDER BACKING, & REMOVE & REPLACE PAVEMENT DELINEATION. |
| Location Description | PLUMAS COUNTY AT AND NEAR KEDDIE FROM INDIAN CREEK BRIDGE TO 0.3 MILE WEST OF SPANISH CREEK BRIDGE NO. 09-0018 |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 06/04/2020 | Sample Unique Key | 34 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 06/05/2020 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (PG 64-16) 15.0 RAP, 1.0 Lime |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | PEI | Last name of sampler or witnessed by | PEI |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78456 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sierra Cascade Aggregate and Asphalt Products | Transportation Laboratory (TL) Number | 733197 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-04-34
DIME Test ID: 2020-06-04-34-7
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: 2020-08-20
Test Results
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 06/09/2020
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): 2.1 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 1.9 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: 25000
Impression at specified number of passes average: 2 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/20/2020 ✔