Summary for Test 2024-04-10-32-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 994332 DEA: 11430444 EFIS: 1118000204 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-8,78-Var |
| Award Date | 12/22/2022 |
| Closeout Date | 01/27/2025 |
| Work Description | REHABILITATE BRIDGES, CONCRETE BARRIERS, TERMINAL SYSTEMS, ELECTRICAL. |
| Location Description | IMPERIAL COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 02/21/2023) |
Sample Information
| Sample Taken Date | 04/10/2024 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 04/11/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA JMFR |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Loper |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 8808-JMFR | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | API Gateway | 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 | 1 |
| Sublot number | 1 | HMA Mix Number | 2 |
| 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: 2024-04-10-32
DIME Test ID: 2024-04-10-32-6
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: 2024-05-21
Test Results
Specified number of passes at 12.7 mm: 20000
Specimen Preparation Method:
Input Type: Measured
Tester's full name: Joseph Seymour
Date of test: 04/19/2024
Test Temperature: 131 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): 2.21 mm
Maximum impression at 5000 passes (right wheel): 1.69 mm
Average impression at 5000 passes (left/right avg): 1.95 mm
Maximum impression at 10000 passes (left wheel): 2.6 mm
Maximum impression at 10000 passes (right wheel): 2.05 mm
Average impression at 10000 passes (left/right avg): 2.33 mm
Maximum impression at 15000 passes (left wheel): 3.04 mm
Maximum impression at 15000 passes (right wheel): 3.06 mm
Average impression at 15000 passes (left/right avg): 3.05 mm
Maximum impression at 20000 passes (left wheel): 4.06 mm
Maximum impression at 20000 passes (right wheel): 4.85 mm
Average impression at 20000 passes (left/right avg): 4.46 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 <12.0
Test was verified on 5/21/2024 ✔