Summary for Test 2025-01-11-1-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1000578 DEA: 112N1704 EFIS: 1122000283 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-15.72-28.3 |
| Award Date | 05/20/2024 |
| Closeout Date | 06/09/2025 |
| Work Description | Bridge Preservation |
| Location Description | In San Diego at various locations from Landis Street Overcrossing to Sorrento Valley Boulevard Undercrossing |
| QA Service Level | 1 (Verified on 09/03/2024) |
Sample Information
| Sample Taken Date | 01/11/2025 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 01/14/2025 |
| Sample type | Quality Assurance | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | McCovy |
| Title of sampler | TET | Telephone number of sampler | 6193722435 |
| Laboratory sample identification | 1601-PSU | Linked DIME Sample ID | 2025-01-11-02 |
| The fabricator/manufacturer/facility name | Vulcan Otay | 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 | 220817 Otay Val | |
| 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: 2025-01-11-1
DIME Test ID: 2025-01-11-1-6
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: 2025-01-23
Test Results
Specified number of passes at 12.7 mm: 15000
Specimen Preparation Method:
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 01/22/2025
Test Temperature: 122 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: no data
Air Void Content for specimen A-2: no data
Air Void Content for specimen B-1: no data
Air Void Content for specimen B-2: no data
Stripping Inflection Point (Wheel A): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 0.39 mm
Maximum impression at 5000 passes (right wheel): 0.96 mm
Average impression at 5000 passes (left/right avg): 0.68 mm
Maximum impression at 10000 passes (left wheel): 0.79 mm
Maximum impression at 10000 passes (right wheel): 1.81 mm
Average impression at 10000 passes (left/right avg): 1.3 mm
Maximum impression at 15000 passes (left wheel): 1.15 mm
Maximum impression at 15000 passes (right wheel): 2.82 mm
Average impression at 15000 passes (left/right avg): 1.98 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 Avg of 1.98 mm
Test was verified on 1/23/2025 ✔