Summary for Test 2021-06-03-26-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-38.0/38.6 |
| Award Date | 04/05/2021 |
| Closeout Date | 08/14/2023 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD |
| QA Service Level | 1 (Verified on 01/19/2021) |
Sample Information
| Sample Taken Date | 06/03/2021 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/03/2021 | Sample type | Department Acceptance |
| A brief description of the sample | Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 22.0% RAP and virgin PG 58-34 M | The quantity of what the sample constitutes | Production Start-Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | D. |
| Last name of sampler or witnessed by | Owens | Title of sampler | PEI |
| Telephone number of sampler | Laboratory sample identification | D78822 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc, Northstate Asphalt, Redding CA | |
| Transportation Laboratory (TL) Number | 779365 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| 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 | 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: 2021-06-03-26
DIME Test ID: 2021-06-03-26-6
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: 2021-08-31
Test Results
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 06/08/2021
HMA Production: Field Plant Produced
Specified number of passes at 12.7 mm: 15000
Specified number of passes at inflection point: no data
Type and Amount of Anti-Stripping Additive: 1.2% 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): 1.9 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 1.8 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): CT 389 was performed. Air voids in A1 (upper left SGC specimen) were 7.7%, target was 7.0 ± 0.5%.
Test was verified on 8/31/2021 ✔