Summary for Test 2024-10-30-56-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1000188 DEA: 112N1694 EFIS: 1122000282 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-78-3.3/72.9 |
| Award Date | 05/30/2024 |
| Closeout Date | 06/09/2025 |
| Work Description | GRIND BRIDGE DECK, PLACE POLYESTER CONCRETE, AND APPLY METHACRYLATE. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM COLLEGE BOULEVARD UNDERCROSSING TO SAN FELIPE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 06/11/2024) |
Sample Information
| Sample Taken Date | 10/30/2024 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 11/18/2024 |
| Sample type | Acceptance | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | McCovy |
| Title of sampler | Telephone number of sampler | 6192463546 | |
| Laboratory sample identification | 1301-PSU | Linked DIME Sample ID | 2024-10-30-57 |
| The fabricator/manufacturer/facility name | Vulcan CC | 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 320819 CC SJR | |
| 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: 2024-10-30-56
DIME Test ID: 2024-10-30-56-6
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: 2024-12-16
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: 12/05/2024
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): 1.16 mm
Maximum impression at 5000 passes (right wheel): 1.5 mm
Average impression at 5000 passes (left/right avg): 1.33 mm
Maximum impression at 10000 passes (left wheel): 1.42 mm
Maximum impression at 10000 passes (right wheel): 1.89 mm
Average impression at 10000 passes (left/right avg): 1.65 mm
Maximum impression at 15000 passes (left wheel): 1.68 mm
Maximum impression at 15000 passes (right wheel): 2.07 mm
Average impression at 15000 passes (left/right avg): 1.88 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 1.88 mm
Test was verified on 12/16/2024 ✔