Summary for Test 2023-08-15-96-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 215157 DEA: 021H5704 EFIS: 0216000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-67.8/77.8 |
| Award Date | 02/09/2023 |
| Closeout Date | 06/11/2024 |
| Work Description | BURNEY CAPM - PAVEMENT REHABILITATION |
| Location Description | BUNCH GRASS LOOKOUT RD TO NAPA LN |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 08/15/2023 | Sample Unique Key | 96 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/15/2023 | Sample type | Production Start-Up |
| A brief description of the sample | Lime Treated 3/4-inch RHMA-G (PG 64-16 CR) with virgin PG 64-16 from Valero (Benicia, CA) and WMA (Water Shear Injection) | 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 | |
| Telephone number of sampler | Laboratory sample identification | D79328 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 857912 | 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | JMF3513202360 | |
| 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: 2023-08-15-96
DIME Test ID: 2023-08-15-96-6
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: 2024-02-22
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: 08/29/2023
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): 0.96 mm
Maximum impression at 5000 passes (right wheel): 0.79 mm
Average impression at 5000 passes (left/right avg): 0.88 mm
Maximum impression at 10000 passes (left wheel): 1.14 mm
Maximum impression at 10000 passes (right wheel): 1.1 mm
Average impression at 10000 passes (left/right avg): 1.12 mm
Maximum impression at 15000 passes (left wheel): 1.23 mm
Maximum impression at 15000 passes (right wheel): 1.09 mm
Average impression at 15000 passes (left/right avg): 1.16 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): Nf>15000,
SIP>15000
Test was verified on 2/22/2024 ✔