Summary for Test 2023-06-15-63-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 994844 DEA: 023J7904 EFIS: 0222000084 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-0/R5.7 |
| Award Date | Not set |
| Closeout Date | 04/16/2024 |
| Work Description | Pavement Preservation (State Funded) Many Buckhorns Mill & Fill |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 06/15/2023 | Sample Unique Key | 63 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/12/2023 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 1/2-inch RHMA-G (PG 64-16 CR) | 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 | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79272 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt - Redding CA | |
| Transportation Laboratory (TL) Number | 867315 | 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 | 2302P02 | |
| 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: 2023-06-15-63
DIME Test ID: 2023-06-15-63-6
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: 2023-08-25
Test Results
Specified number of passes at 12.7 mm: 15000
Specimen Preparation Method:
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 07/27/2023
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): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 0.98 mm
Maximum impression at 5000 passes (right wheel): 1 mm
Average impression at 5000 passes (left/right avg): 0.99 mm
Maximum impression at 10000 passes (left wheel): 1.17 mm
Maximum impression at 10000 passes (right wheel): 1.18 mm
Average impression at 10000 passes (left/right avg): 1.17 mm
Maximum impression at 15000 passes (left wheel): 1.29 mm
Maximum impression at 15000 passes (right wheel): 1.27 mm
Average impression at 15000 passes (left/right avg): 1.28 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): CT389:
Nf>15000,
SIP>15000;
CT360:
SA=0.1g/cm²
Test was verified on 8/25/2023 ✔