Summary for Test 2022-10-21-38-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 214666 DEA: 022H8104 EFIS: 0217000012 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-1.67/45.12 |
| Award Date | 03/03/2022 |
| Closeout Date | 08/11/2023 |
| Work Description | TRINITY CULVERTS |
| Location Description | CULVERT REHABILITATION IN TRINITY COUNTY NEAR SALYER AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF WHITE HOUSE GULCH ROAD TO 0.4 MILE WEST OF SLATTERY POND ROAD. |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 10/21/2022 | Sample Unique Key | 38 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/21/2022 | Sample type | Department Acceptance |
| A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 24.0% RAP and virgin PG 58-34 M from Valero (Benicia, CA) | 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 | JD |
| Last name of sampler or witnessed by | Atkinson | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D79176 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 858105 | 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: 2022-10-21-38
DIME Test ID: 2022-10-21-38-6
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: 2022-10-31
Test Results
Specified number of passes at 12.7 mm: 15000
Specimen Preparation Method:
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 10/27/2022
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): 1.2 mm
Maximum impression at 5000 passes (right wheel): 1.44 mm
Average impression at 5000 passes (left/right avg): 1.32 mm
Maximum impression at 10000 passes (left wheel): 1.51 mm
Maximum impression at 10000 passes (right wheel): 1.68 mm
Average impression at 10000 passes (left/right avg): 1.6 mm
Maximum impression at 15000 passes (left wheel): 1.63 mm
Maximum impression at 15000 passes (right wheel): 1.74 mm
Average impression at 15000 passes (left/right avg): 1.69 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):
Test was verified on 10/31/2022 ✔