Summary for Test 2024-06-10-85-2
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 995031 DEA: 023H82U4 EFIS: 0223000011 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-44-0.0/37.2 |
| Award Date | 10/24/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | REPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36 |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 06/10/2024 | Sample Unique Key | 85 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/30/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/4-inch type A HMA | The quantity of what the sample constitutes | Production Start-Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Brandon |
| Last name of sampler or witnessed by | White | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79572 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek - Ward Lake | |
| Transportation Laboratory (TL) Number | 692887 | 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 | |
| Sublot number | 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: 2024-06-10-85
DIME Test ID: 2024-06-10-85-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Test Release Date: 2025-03-24
Test Results
Specified number of passes at 12.7 mm: 15000
Specimen Preparation Method:
Input Type: Measured
Tester's full name: Joe Mishoe
Date of test: 06/17/2024
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): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 1.95 mm
Maximum impression at 5000 passes (right wheel): 2.2 mm
Average impression at 5000 passes (left/right avg): 2.08 mm
Maximum impression at 10000 passes (left wheel): 2.35 mm
Maximum impression at 10000 passes (right wheel): 2.62 mm
Average impression at 10000 passes (left/right avg): 2.49 mm
Maximum impression at 15000 passes (left wheel): 2.65 mm
Maximum impression at 15000 passes (right wheel): 2.76 mm
Average impression at 15000 passes (left/right avg): 2.71 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): CT 360:
SA=0.3g/cm²;
CT 389:
Nf>15000,
SIP>15000
Test was verified on 3/24/2025 ✔