Summary for Test 2024-11-05-91-8
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 66665 DEA: BMD EFIS: BMD |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Balanced Mix Design (BMD) data for hot mix asphalt. UCPRC is collecting BMD data from the test track built for accelerated pavement testing |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 11/05/2024 | Sample Unique Key | 91 |
|---|---|---|---|
| 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 | 11/08/2024 |
| Sample type | Informational | A brief description of the sample | BMD TT3- 0.75 SP +2.5% Rej. Surface 25% RAP 58-22 |
| The quantity of what the sample constitutes | 48 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Brewster (WITNESS) |
| Title of sampler | MREA | Telephone number of sampler | 9169064487 |
| Laboratory sample identification | 025-002 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | George Reed Clements | 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 | 1 |
| Sublot number | 1 | HMA Mix Number | TT4 |
| Binder content (%) | 4.6 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 58-22 | Binder Supplier | Valero Benicia |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | N/A |
Test Details
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DIME Sample ID: 2024-11-05-91
DIME Test ID: 2024-11-05-91-8
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Test Release Date: 2026-06-16
Test Results
Specified number of passes at 12.7 mm: 20000
Specimen Preparation Method: PMLC
Input Type: Measured
Tester's full name: James Brewster
Date of test: 05/11/2026
Test Temperature: 122 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: 6.9 %
Air Void Content for specimen A-2: 7.1 %
Air Void Content for specimen B-1: 7.0 %
Air Void Content for specimen B-2: 6.9 %
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): 0
Maximum impression at 5000 passes (left wheel): 2.15 mm
Maximum impression at 5000 passes (right wheel): 1.88 mm
Average impression at 5000 passes (left/right avg): 2.01 mm
Maximum impression at 10000 passes (left wheel): 2.56 mm
Maximum impression at 10000 passes (right wheel): 2.24 mm
Average impression at 10000 passes (left/right avg): 2.4 mm
Maximum impression at 15000 passes (left wheel): 2.77 mm
Maximum impression at 15000 passes (right wheel): 2.44 mm
Average impression at 15000 passes (left/right avg): 2.61 mm
Maximum impression at 20000 passes (left wheel): 2.89 mm
Maximum impression at 20000 passes (right wheel): 2.57 mm
Average impression at 20000 passes (left/right avg): 2.73 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: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/16/2026 ✔