Summary for Test 2023-11-13-116-4
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 994609 DEA: 112N1194 EFIS: 1121000148 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-94-14.9/29.2 |
| Award Date | 05/18/2023 |
| Closeout Date | 05/06/2025 |
| Work Description | MICROSURFACING, RUMBLE STRIP, PAVEMENT MARKING, & SHOULDER BACKING. |
| Location Description | SAN DIEGO COUNTY NEAR JAMUL FROM JUNCTION ROUTE 54/94 TO 0.7 MILE EAST OF DULZURA CREEK |
| QA Service Level | 1 (Verified on 08/23/2023) |
Sample Information
| Sample Taken Date | 11/13/2023 | Sample Unique Key | 116 |
|---|---|---|---|
| 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 | 05/02/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA-A |
| The quantity of what the sample constitutes | 16 boxes | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Haney |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0225-PSU | Linked DIME Sample ID | |
| 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 320819 Otay Val | |
| 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: 2023-11-13-116
DIME Test ID: 2023-11-13-116-4
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: 2024-05-21
Test Results
Specified number of passes at 12.7 mm: 15000
Specimen Preparation Method:
Input Type: Measured
Tester's full name: Shawn Rivers / DP Smith
Date of test: 05/08/2024
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): 2.14 mm
Maximum impression at 5000 passes (right wheel): 2.35 mm
Average impression at 5000 passes (left/right avg): 2.25 mm
Maximum impression at 10000 passes (left wheel): 2.62 mm
Maximum impression at 10000 passes (right wheel): 2.87 mm
Average impression at 10000 passes (left/right avg): 2.75 mm
Maximum impression at 15000 passes (left wheel): 3.32 mm
Maximum impression at 15000 passes (right wheel): 3.65 mm
Average impression at 15000 passes (left/right avg): 3.49 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: no data
General comments (publicly viewable) (Max 1000 characters): Conforms <12.2mm
Test was verified on 5/21/2024 ✔