Summary for Test 2023-06-21-63-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 213811 DEA: 112T2184 EFIS: 1116000174 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R38.4/R47.3 |
| Award Date | 10/29/2018 |
| Closeout Date | 01/03/2024 |
| Work Description | (Alternative Delivery) Construct HOV lanes, soundwalls, culvert rehab, ITS, and bike trail on I-5 . NCC I-5 Highway Improvement. |
| Location Description | IN SAN DIEGO COUNTY IN ENCINITAS AND CARLSBAD FROM SAN ELIJO LAGOON BRIDGE TO 0.3 MILE NORTH OF PALOMAR AIRPORT ROAD OVERCROSSING. |
| QA Service Level | 1 (Verified on 12/19/2018) |
Sample Information
| Sample Taken Date | 06/21/2023 | Sample Unique Key | 63 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/22/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2" RHMA-G | The quantity of what the sample constitutes | 12 boxes 3 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | MARCO |
| Last name of sampler or witnessed by | ESTUDILLO | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Carroll Canyon | |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 21218080 | |
| 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: 2023-06-21-63
DIME Test ID: 2023-06-21-63-6
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: 2023-09-19
Test Results
Specified number of passes at 12.7 mm: 20000
Specimen Preparation Method:
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 08/04/2023
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): >12500
Maximum impression at 5000 passes (left wheel): 1.22 mm
Maximum impression at 5000 passes (right wheel): 1.15 mm
Average impression at 5000 passes (left/right avg): 1.19 mm
Maximum impression at 10000 passes (left wheel): 1.52 mm
Maximum impression at 10000 passes (right wheel): 1.26 mm
Average impression at 10000 passes (left/right avg): 1.39 mm
Maximum impression at 15000 passes (left wheel): 1.68 mm
Maximum impression at 15000 passes (right wheel): 1.36 mm
Average impression at 15000 passes (left/right avg): 1.52 mm
Maximum impression at 20000 passes (left wheel): 1.82 mm
Maximum impression at 20000 passes (right wheel): 1.47 mm
Average impression at 20000 passes (left/right avg): 1.65 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: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/19/2023 ✔