Summary for Test 2026-05-06-29-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1001213 DEA: 11431644 EFIS: 1122000232 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-78-N17.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Cold plane, RHMA overlay, Concrete Barriers, Landscape and Electrical. |
| Location Description | IN SAN DIEGO COUNTY FROM ROUTE 78/5 SEPARATION TO 0.3 MILE EAST OF ESCONDIDO BOULEVARD UNDERCROSSING. |
| QA Service Level | 1 (Verified on 05/07/2025) |
Sample Information
| Sample Taken Date | 05/06/2026 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 05/06/2026 |
| Sample type | Quality Assurance | A brief description of the sample | JMFR |
| The quantity of what the sample constitutes | 4 boxes | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Eddie | Last name of sampler or witnessed by | Bidinger |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | RJ Noble 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 49R003ARSPW | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | Valero | |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type |
Test Details
DIME Sample ID: 2026-05-06-29
DIME Test ID: 2026-05-06-29-6
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: 2026-06-25
Test Results
Specified number of passes at 12.7 mm: 25000
Specimen Preparation Method: PMLC
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 06/15/2026
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: 7.0 %
Air Void Content for specimen B-1: 6.7 %
Air Void Content for specimen B-2: 6.6 %
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
Maximum impression at 5000 passes (left wheel): 2.09 mm
Maximum impression at 5000 passes (right wheel): 0.81 mm
Average impression at 5000 passes (left/right avg): 1.45 mm
Maximum impression at 10000 passes (left wheel): 4.01 mm
Maximum impression at 10000 passes (right wheel): 1.55 mm
Average impression at 10000 passes (left/right avg): 2.78 mm
Maximum impression at 15000 passes (left wheel): 6.13 mm
Maximum impression at 15000 passes (right wheel): 2.28 mm
Average impression at 15000 passes (left/right avg): 4.21 mm
Maximum impression at 20000 passes (left wheel): 8.26 mm
Maximum impression at 20000 passes (right wheel): 2.96 mm
Average impression at 20000 passes (left/right avg): 5.61 mm
Maximum impression at 25000 passes (left wheel): 10.29 mm
Maximum impression at 25000 passes (right wheel): 3.8 mm
Average impression at 25000 passes (left/right avg): 7.05 mm
Raw Data: excel
General comments (publicly viewable) (Max 1000 characters): Complies Target 12.7 mm tested an Avg of 7.05 mm
Test was verified on 6/25/2026 ✔
