Summary for Test 2023-09-21-50-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 993287 DEA: 112T35U4 EFIS: 1121000195 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R37.4/R52.6 |
| Award Date | 09/07/2021 |
| Closeout Date | 01/06/2026 |
| Work Description | CMSTPL-6211(148) I-5 N Coast Corridor HOV Extension Carlsbad |
| Location Description | IN SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM LOMAS SANTA FE DRIVE UNDERCROSSING TO 0.2 MILES NORTH OF OCEANSIDE BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/23/2021) |
Sample Information
| Sample Taken Date | 09/21/2023 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/25/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2" RHMA | The quantity of what the sample constitutes | 12 boxes 2 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jesse |
| Last name of sampler or witnessed by | Fuentes | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 5212-PSU | |
| Linked DIME Sample ID | 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 | |
| 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: 2023-09-21-50
DIME Test ID: 2023-09-21-50-6
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: 2023-10-30
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: 10/24/2023
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): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 1.74 mm
Maximum impression at 5000 passes (right wheel): 1.9 mm
Average impression at 5000 passes (left/right avg): 1.82 mm
Maximum impression at 10000 passes (left wheel): 2.11 mm
Maximum impression at 10000 passes (right wheel): 2.58 mm
Average impression at 10000 passes (left/right avg): 2.34 mm
Maximum impression at 15000 passes (left wheel): 2.33 mm
Maximum impression at 15000 passes (right wheel): 3.55 mm
Average impression at 15000 passes (left/right avg): 2.94 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):
Test was verified on 10/30/2023 ✔