Summary for Test 2023-07-11-98-7
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 993339 DEA: 024H9304 EFIS: 0219000027 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-44.3/44.9 |
| Award Date | 07/13/2022 |
| Closeout Date | 04/11/2024 |
| Work Description | INGOT CURVE IMPROVEMENT - CURVE IMROVEMENT |
| Location Description | IN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD. |
| QA Service Level | 1 (Verified on 11/22/2021) |
Sample Information
| Sample Taken Date | 07/11/2023 | Sample Unique Key | 98 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/12/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79297 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 853401 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | JMF3513 2022 2 |
Test Details
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DIME Sample ID: 2023-07-11-98
DIME Test ID: 2023-07-11-98-7
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: 2023-11-21
Test Results
Specified number of passes at 12.7 mm: 15000
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 08/06/2023
Test Temperature: 122 F
HMA Production: Field Plant Produced
Compaction Method: SGC Cylindrical Specimen
Type and Amount of Anti-Stripping Additive: 1.0% Lime
Stripping Inflection Point (Wheel A): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 1.32 mm
Maximum impression at 5000 passes (right wheel): 1.02 mm
Average impression at 5000 passes (left/right avg): 1.17 mm
Maximum impression at 10000 passes (left wheel): 1.52 mm
Maximum impression at 10000 passes (right wheel): 1.2 mm
Average impression at 10000 passes (left/right avg): 1.36 mm
Maximum impression at 15000 passes (left wheel): 1.62 mm
Maximum impression at 15000 passes (right wheel): 1.18 mm
Average impression at 15000 passes (left/right avg): 1.4 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
General comments (publicly viewable) (Max 1000 characters): CT 389:
Nf>15000,
SIP>15000;
CT 360:
SA=0.1g/cm²
Test was verified on 11/21/2023 ✔