Summary for Test 2020-07-24-35-2
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 214289 EFIS: 0000001157 Permit Numbers: 0514NMC0478 0519NRT0383 0519NRT0001 0519NRD0572 |
|---|---|
| DIST-CO-RTE-PM | 05---6.9 |
| Award Date | 01/05/2018 |
| Closeout Date | 08/23/2021 |
| Work Description | Reference Permit #0514-NMC-0478 on all correspondence. Note #0519-NRT-0383 is just a time extension for the original permit. Work Desc: Widen Blosser Road to provide a right turn lane for the northbound approach to West Main Street (State Route 166). |
| Location Description | W. Main Street (Hwy 166), Santa Maria |
| QA Service Level | 1 (Verified on 08/07/2019) |
Sample Information
| Sample Taken Date | 07/24/2020 | Sample Unique Key | 35 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/24/2020 |
| Sample type | Verification | A brief description of the sample | 1/2" HMA Type A + 15% RAP Sample |
| The quantity of what the sample constitutes | 16 boxes of 1/2" Type A HMA with RAP | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | syd | Last name of sampler or witnessed by | Valeh |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Dutra | Transportation Laboratory (TL) Number | |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-07-24-35
DIME Test ID: 2020-07-24-35-2
Testing Lab: CT D04 - Hayward DME / 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: 2020-08-11
Test Results
Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 08/06/2020
HMA Production: Field Plant Produced
Specified number of passes at 12.7 mm: 15000
Specified number of passes at inflection point: 15000
Type and Amount of Anti-Stripping Additive: NA
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): 6.67 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 5.66 mm
Stripping Inflection Point (Wheel A): 4861
Stripping Inflection Point (Wheel B): 12623
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: 15000
Impression at specified number of passes average: 6 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/11/2020 ✔