Summary for Test 2026-03-09-3-3
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 993812 DEA: 11431274 EFIS: 1121000129 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R0.3/R36.0 |
| Award Date | 01/28/2025 |
| Closeout Date | Not set |
| Work Description | CMGC Project- Restore the pavement to a state of good repair through roadway rehabilitation, pavement preservation, drainage restoration, transportation management system upgrades, and American with Disabilities Act (ADA) infrastructure improvements. |
| Location Description | SD County |
| QA Service Level | 1 (Verified on 09/19/2022) |
Sample Information
| Sample Taken Date | 03/09/2026 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 03/09/2026 |
| Sample type | Production Start-Up | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Gerardo | Last name of sampler or witnessed by | Cordero |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Martin Marietta Lakeside | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21218180AH | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | Valero | |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-03-09-3
DIME Test ID: 2026-03-09-3-3
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Test Release Date: 2026-03-30
Test Results
Specified number of passes at 12.7 mm: 15000
Specimen Preparation Method: PMLC
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 03/16/2026
Test Temperature: 122 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: 6.3 %
Air Void Content for specimen A-2: 6.2 %
Air Void Content for specimen B-1: 6.1 %
Air Void Content for specimen B-2: 6.1 %
Stripping Inflection Point (Wheel A): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 1.31 mm
Maximum impression at 5000 passes (right wheel): 1.78 mm
Average impression at 5000 passes (left/right avg): 1.55 mm
Maximum impression at 10000 passes (left wheel): 2.57 mm
Maximum impression at 10000 passes (right wheel): 3.58 mm
Average impression at 10000 passes (left/right avg): 3.08 mm
Maximum impression at 15000 passes (left wheel): 3.79 mm
Maximum impression at 15000 passes (right wheel): 5.31 mm
Average impression at 15000 passes (left/right avg): 4.55 mm
Maximum impression at 20000 passes (left wheel): no data
Maximum impression at 20000 passes (right wheel): no data
Average impression at 20000 passes (left/right avg): no data
Maximum impression at 25000 passes (left wheel): no data
Maximum impression at 25000 passes (right wheel): no data
Average impression at 25000 passes (left/right avg): no data
Raw Data: excel
General comments (publicly viewable) (Max 1000 characters): Complies Target < 12.7 mm Tested an Avg of 4.55 mm
Test was verified on 3/30/2026 ✔