Summary for Test 2026-09-27-1-3
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1001568 DEA: 033H51U4 EFIS: 0325000094 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV-49-R10.3/R13.8 |
| Award Date | 12/10/2025 |
| Closeout Date | Not set |
| Work Description | RDWY EXCAVATION, PLACE HMA, TRENCHLESS CULVERTS, AND RETAINING WALLS. |
| Location Description | NEVADA COUNTY NEAR GRASS VALLEY FROM 0.2 MILE SOUTH OF LA BARR MEADOWS ROAD TO 0.1 MILE NORTH OF SOUTH GRASS VALLEY OVERCROSSING |
| QA Service Level | 1 (Verified on 09/17/2025) |
Sample Information
| Sample Taken Date | 09/27/2026 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/27/2026 | Sample type | Quality Assurance |
| A brief description of the sample | Hot mix asphalt | The quantity of what the sample constitutes | 1 bag RAP, 1 bagmixed aggregate, 2 cans binder & 36 boxes hot mix |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Alonzo |
| Last name of sampler or witnessed by | Montanez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Bradshaw | |
| Transportation Laboratory (TL) Number | 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 | |
| Sublot number | HMA Mix Number | 15420 | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-09-27-1
DIME Test ID: 2026-09-27-1-3
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Test Release Date: 2026-10-07
Test Results
Specified number of passes at 12.7 mm: 20000
Specimen Preparation Method: PMLC
Input Type: Measured
Tester's full name: Joshua Wilson
Date of test: 10/06/2026
Test Temperature: 122 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: 7.3 %
Air Void Content for specimen A-2: 7.4 %
Air Void Content for specimen B-1: 7.5 %
Air Void Content for specimen B-2: 7.5 %
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
Maximum impression at 5000 passes (left wheel): 3.16 mm
Maximum impression at 5000 passes (right wheel): 4.22 mm
Average impression at 5000 passes (left/right avg): 3.69 mm
Maximum impression at 10000 passes (left wheel): 3.8 mm
Maximum impression at 10000 passes (right wheel): 4.54 mm
Average impression at 10000 passes (left/right avg): 4.17 mm
Maximum impression at 15000 passes (left wheel): 4.26 mm
Maximum impression at 15000 passes (right wheel): 4.71 mm
Average impression at 15000 passes (left/right avg): 4.48 mm
Maximum impression at 20000 passes (left wheel): 4.71 mm
Maximum impression at 20000 passes (right wheel): 4.87 mm
Average impression at 20000 passes (left/right avg): 4.79 mm
Maximum impression at 25000 passes (left wheel): no data mm
Maximum impression at 25000 passes (right wheel): no data mm
Average impression at 25000 passes (left/right avg): no data mm
Raw Data: excel
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Test was verified on 10/7/2026 ✔