Summary for Test 2025-04-09-11-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 995482 DEA: 112T36U4 EFIS: 1122000243 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-37.4-52.6 |
| Award Date | 10/20/2023 |
| Closeout Date | Not set |
| Work Description | I-5 NCC SEGMENT 4C |
| Location Description | I-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing |
| QA Service Level | 1 (Verified on 11/20/2023) |
Sample Information
| Sample Taken Date | 04/09/2025 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 04/11/2025 |
| Sample type | Quality Assurance | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 16 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 | TET | Telephone number of sampler | |
| Laboratory sample identification | 25-04-09-11 PSU | Linked DIME Sample ID | 2025-04-09-12 |
| The fabricator/manufacturer/facility name | Martin Marietta | 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 | 21218080SR MM | |
| 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: 2025-04-09-11
DIME Test ID: 2025-04-09-11-6
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: 2025-04-30
Test Results
Specified number of passes at 12.7 mm: 20000
Specimen Preparation Method:
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 04/29/2025
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): >20000
Stripping Inflection Point (Wheel B): >20000
Maximum impression at 5000 passes (left wheel): 2.51 mm
Maximum impression at 5000 passes (right wheel): 2.41 mm
Average impression at 5000 passes (left/right avg): 2.46 mm
Maximum impression at 10000 passes (left wheel): 5.3 mm
Maximum impression at 10000 passes (right wheel): 4.73 mm
Average impression at 10000 passes (left/right avg): 5.02 mm
Maximum impression at 15000 passes (left wheel): 7.79 mm
Maximum impression at 15000 passes (right wheel): 7.11 mm
Average impression at 15000 passes (left/right avg): 7.45 mm
Maximum impression at 20000 passes (left wheel): 10.59 mm
Maximum impression at 20000 passes (right wheel): 9.41 mm
Average impression at 20000 passes (left/right avg): 10 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 10.00 mm
Test was verified on 4/30/2025 ✔