Summary for Test 2024-09-05-56-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 994331 DEA: 11430254 EFIS: 1118000079 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-52-5.1/9.0 |
| Award Date | 12/21/2023 |
| Closeout Date | Not set |
| Work Description | CONST AUX LANE, COMPACTION GROUTING, RHMA, LANDSCAPE, & ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM 0.4 MILE WEST OF CONVOY STREET OVERCROSSING TO 0.3 MILE EAST OF SANTO ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 02/05/2024) |
Sample Information
| Sample Taken Date | 09/05/2024 | Sample Unique Key | 56 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/09/2024 | Sample type | Quality Assurance |
| A brief description of the sample | HMA | The quantity of what the sample constitutes | 12 boxes |
| From where was the sample collected | Source | First name of sampler or witnessed by | Ben |
| Last name of sampler or witnessed by | Smith | Title of sampler | |
| Telephone number of sampler | 619 380 4522 | Laboratory sample identification | 0803-PSU |
| Linked DIME Sample ID | 2024-09-05-56 | 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 MM | |
| 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: 2024-09-05-56
DIME Test ID: 2024-09-05-56-6
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: 2024-09-26
Test Results
Specified number of passes at 12.7 mm: 20000
Specimen Preparation Method:
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/20/2024
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): >20000
Stripping Inflection Point (Wheel B): >20000
Maximum impression at 5000 passes (left wheel): 1.38 mm
Maximum impression at 5000 passes (right wheel): 2.3 mm
Average impression at 5000 passes (left/right avg): 1.84 mm
Maximum impression at 10000 passes (left wheel): 1.66 mm
Maximum impression at 10000 passes (right wheel): 2.56 mm
Average impression at 10000 passes (left/right avg): 2.11 mm
Maximum impression at 15000 passes (left wheel): 1.86 mm
Maximum impression at 15000 passes (right wheel): 2.81 mm
Average impression at 15000 passes (left/right avg): 2.34 mm
Maximum impression at 20000 passes (left wheel): 2.05 mm
Maximum impression at 20000 passes (right wheel): 3.17 mm
Average impression at 20000 passes (left/right avg): 2.61 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): Complies Target < 12.7 mm
Test was verified on 9/26/2024 ✔