Summary for Test 2024-07-09-84-4
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 994235 DEA: 030J8704 EFIS: 0320000035 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-191-8.4/10.1 |
| Award Date | 12/28/2022 |
| Closeout Date | 07/30/2026 |
| Work Description | STABILIZE CUT SLOPE, WIDEN SHOULDERS, REPLACE DRAINAGE AND PLACE HMA. |
| Location Description | BUTTE COUNTY IN AND NEAR PARADISE FROM 0.3 MILES SOUTH OF AIRPORT ROAD TO 0.2 MILES NORTH OF OLD CLARK ROAD |
| QA Service Level | 1 (Verified on 09/14/2022) |
Sample Information
| Sample Taken Date | 07/09/2024 | Sample Unique Key | 84 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/10/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 12 Boxes | The quantity of what the sample constitutes | 3/4" HMA w/ 15% RAP |
| From where was the sample collected | Source | First name of sampler or witnessed by | Brad |
| Last name of sampler or witnessed by | McKeehan | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | Daily 24-102 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Hallwood | |
| Transportation Laboratory (TL) Number | C803758 | 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 | 2 |
| Sublot number | 1 | HMA Mix Number | |
| 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: 2024-07-09-84
DIME Test ID: 2024-07-09-84-4
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Test Release Date: 2024-07-16
Test Results
Specified number of passes at 12.7 mm: 25000
Specimen Preparation Method:
Input Type: Measured
Tester's full name: Joshua Wilson
Date of test: 07/15/2024
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): 25000
Stripping Inflection Point (Wheel B): 25000
Maximum impression at 5000 passes (left wheel): 1.74 mm
Maximum impression at 5000 passes (right wheel): 1.57 mm
Average impression at 5000 passes (left/right avg): 1.66 mm
Maximum impression at 10000 passes (left wheel): 2.09 mm
Maximum impression at 10000 passes (right wheel): 1.88 mm
Average impression at 10000 passes (left/right avg): 1.98 mm
Maximum impression at 15000 passes (left wheel): 2.29 mm
Maximum impression at 15000 passes (right wheel): 2.06 mm
Average impression at 15000 passes (left/right avg): 2.17 mm
Maximum impression at 20000 passes (left wheel): 2.44 mm
Maximum impression at 20000 passes (right wheel): 2.21 mm
Average impression at 20000 passes (left/right avg): 2.33 mm
Maximum impression at 25000 passes (left wheel): 2.53 mm
Maximum impression at 25000 passes (right wheel): 2.31 mm
Average impression at 25000 passes (left/right avg): 2.42 mm
Raw Data: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/16/2024 ✔