Summary for Test 2025-06-08-9-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1000683 DEA: 11056404 EFIS: 1124000359 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-11-0.6/2.7 |
| Award Date | 12/20/2024 |
| Closeout Date | 01/06/2026 |
| Work Description | PERFORM GRADING, CONSTRUCT DRAINAGE FACILITIES, SIGNS AND STRIPING. |
| Location Description | SAN DIEGO COUNTY NEAR SAN DIEGO FROM 0.2 MILE WEST OF SANYO AVENUE UNDERCROSSING TO 0.2 MILE EAST OF SIEMPRE VIVA ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 01/17/2025) |
Sample Information
| Sample Taken Date | 06/08/2025 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 06/10/2025 |
| Sample type | Verification | A brief description of the sample | JMF Verification |
| 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 | TET | Telephone number of sampler | 6199366795 |
| Laboratory sample identification | 25-06-08-9-JMFV | Linked DIME Sample ID | 2025-06-08-10 |
| 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 326122 Otay SJR | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-06-08-9
DIME Test ID: 2025-06-08-9-6
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: 2025-06-19
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: 06/18/2025
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): 1.45 mm
Maximum impression at 5000 passes (right wheel): 1.58 mm
Average impression at 5000 passes (left/right avg): 1.52 mm
Maximum impression at 10000 passes (left wheel): 2.89 mm
Maximum impression at 10000 passes (right wheel): 3.12 mm
Average impression at 10000 passes (left/right avg): 3.01 mm
Maximum impression at 15000 passes (left wheel): 4.24 mm
Maximum impression at 15000 passes (right wheel): 4.6 mm
Average impression at 15000 passes (left/right avg): 4.42 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): Passes - 15,000 Complies Target <12.7 mm Tested Avg of 4.42 mm
Test was verified on 6/19/2025 ✔