Summary for Test 2023-10-10-33-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 994616 DEA: 112N1654 EFIS: 1122000152 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-R61.0/R68.0 |
| Award Date | 06/05/2023 |
| Closeout Date | 06/11/2024 |
| Work Description | PLACE RHMA-G(BWC) OVERLAY, PAVEMENT MARKING, & RUMBLE STRIP. |
| Location Description | SAN DIEGO COUNTY NEAR BOULEVARD FROM 0.1 MILE WEST OF CRESTWOOD ROAD UNDERCROSSING TO 0.2 MILE EAST OF MCCAIN VALLEY ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/18/2023) |
Sample Information
| Sample Taken Date | 10/10/2023 | Sample Unique Key | 33 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/10/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2" RHMA-A | 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 | David |
| Last name of sampler or witnessed by | Carrera | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 9701-PSU | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Marrieta | |
| 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: 2023-10-10-33
DIME Test ID: 2023-10-10-33-6
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: 2023-11-06
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: 10/31/2023
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): >20000
Maximum impression at 5000 passes (left wheel): 2.45 mm
Maximum impression at 5000 passes (right wheel): 1.83 mm
Average impression at 5000 passes (left/right avg): 2.14 mm
Maximum impression at 10000 passes (left wheel): 3.17 mm
Maximum impression at 10000 passes (right wheel): 2.17 mm
Average impression at 10000 passes (left/right avg): 2.67 mm
Maximum impression at 15000 passes (left wheel): 4.23 mm
Maximum impression at 15000 passes (right wheel): 2.59 mm
Average impression at 15000 passes (left/right avg): 3.41 mm
Maximum impression at 20000 passes (left wheel): 9.43 mm
Maximum impression at 20000 passes (right wheel): 3.32 mm
Average impression at 20000 passes (left/right avg): 6.38 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): Max 12.00 mm
Test was verified on 11/6/2023 ✔