Summary for Test 2026-09-08-50-7
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1002589 DEA: 112N2354 EFIS: 1124000193 |
|---|---|
| DIST-CO-RTE-PM | 11-SAN DIEGO-76-R8.1/R12.0 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | RTE 76 REHAB - OCEANSIDE, 0.4 MI E OF MELROSE DR TO OLIVE HILL RD/CAMINO DEL REY (11-2N2354) |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/01/2026) |
Sample Information
| Sample Taken Date | 09/08/2026 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/09/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4" HMA-A | The quantity of what the sample constitutes | 12 boxes |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | N/A |
| Last name of sampler or witnessed by | N/A | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | All American Asphalt Corona | |
| 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 | 105793 | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-09-08-50
DIME Test ID: 2026-09-08-50-7
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: 2026-10-06
Test Results
Specified number of passes at 12.7 mm: 20000
Specimen Preparation Method: PMLC
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/06/2026
Test Temperature: 122 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: 7.4 %
Air Void Content for specimen A-2: 7.3 %
Air Void Content for specimen B-1: 7.1 %
Air Void Content for specimen B-2: 7.2 %
Stripping Inflection Point (Wheel A): >20000
Stripping Inflection Point (Wheel B): >20000
Maximum impression at 5000 passes (left wheel): 1.3 mm
Maximum impression at 5000 passes (right wheel): 1.11 mm
Average impression at 5000 passes (left/right avg): 1.21 mm
Maximum impression at 10000 passes (left wheel): 1.53 mm
Maximum impression at 10000 passes (right wheel): 1.31 mm
Average impression at 10000 passes (left/right avg): 1.42 mm
Maximum impression at 15000 passes (left wheel): 1.67 mm
Maximum impression at 15000 passes (right wheel): 1.51 mm
Average impression at 15000 passes (left/right avg): 1.59 mm
Maximum impression at 20000 passes (left wheel): 1.79 mm
Maximum impression at 20000 passes (right wheel): 1.68 mm
Average impression at 20000 passes (left/right avg): 1.73 mm
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 1.73 mm
Test was verified on 10/6/2026 ✔