Summary for Test 2023-06-14-87-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 994345 DEA: 023J7804 EFIS: 0222000083 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-36-15.8/16.9,20.5/24.5 |
| Award Date | 12/22/2022 |
| Closeout Date | 08/22/2023 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TRINITY COUNTY NEAR FOREST GLEN FROM 1.1 MILES WEST OF SOUTH FORK TRINITY RIVER BRIDGE TO SOUTH FORK TRINITY RIVER BRIDGE NO. 05-0026 AND FROM UPPER RATTLESNAKE CREEK BRIDGE NO. 05-0073 TO 0.3 MILE WEST OF TRINITY PINES ROAD |
| QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 06/14/2023 | Sample Unique Key | 87 |
|---|---|---|---|
| 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 | 06/14/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 24.0% RAP and virgin PG 58-34 M binder from Valero - Benicia |
| 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 | Tester | Telephone number of sampler | |
| Laboratory sample identification | D79265 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 858117 |
| 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 | 3/8 inch | Lot number | |
| Sublot number | HMA Mix Number |
Test Details
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DIME Sample ID: 2023-06-14-87
DIME Test ID: 2023-06-14-87-6
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: 2023-08-08
Test Results
Specified number of passes at 12.7 mm: 15000
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 07/25/2023
Test Temperature: 122 F
HMA Production: Field Plant Produced
Compaction Method: SGC Cylindrical Specimen
Type and Amount of Anti-Stripping Additive: 1.1% Lime
Stripping Inflection Point (Wheel A): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 1.37 mm
Maximum impression at 5000 passes (right wheel): 1.38 mm
Average impression at 5000 passes (left/right avg): 1.38 mm
Maximum impression at 10000 passes (left wheel): 1.65 mm
Maximum impression at 10000 passes (right wheel): 1.74 mm
Average impression at 10000 passes (left/right avg): 1.69 mm
Maximum impression at 15000 passes (left wheel): 1.84 mm
Maximum impression at 15000 passes (right wheel): 1.96 mm
Average impression at 15000 passes (left/right avg): 1.9 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 8/8/2023 ✔