Summary for Test 2022-09-14-74-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 215367 DEA: 021J4904 EFIS: 0220000084 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-32-14.0/20.0 |
| Award Date | 02/02/2021 |
| Closeout Date | 04/11/2024 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | TEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154 |
| QA Service Level | 1 (Verified on 12/24/2020) |
Sample Information
| Sample Taken Date | 09/14/2022 | Sample Unique Key | 74 |
|---|---|---|---|
| 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 | 09/21/2022 |
| Sample type | Acceptance | A brief description of the sample | 16 boxes of Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 25.0% 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 | Ryan | Last name of sampler or witnessed by | . |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | D79164 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | Transportation Laboratory (TL) Number | 876993 |
| 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 | Not set |
Test Details
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DIME Sample ID: 2022-09-14-74
DIME Test ID: 2022-09-14-74-6
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: 2022-10-04
Test Results
Specified number of passes at 12.7 mm: 15000
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 09/27/2022
Test Temperature: 122 F
HMA Production: Field Plant Produced
Compaction Method: SGC Cylindrical Specimen
Type and Amount of Anti-Stripping Additive: 1.2% lime by dry weight of virgin aggregate
Stripping Inflection Point (Wheel A): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 1.4 mm
Maximum impression at 5000 passes (right wheel): 1.24 mm
Average impression at 5000 passes (left/right avg): 1.32 mm
Maximum impression at 10000 passes (left wheel): 1.76 mm
Maximum impression at 10000 passes (right wheel): 1.54 mm
Average impression at 10000 passes (left/right avg): 1.65 mm
Maximum impression at 15000 passes (left wheel): 2.12 mm
Maximum impression at 15000 passes (right wheel): 1.8 mm
Average impression at 15000 passes (left/right avg): 1.96 mm
Maximum impression at 20000 passes (left wheel): no data mm
Maximum impression at 20000 passes (right wheel): no data mm
Average impression at 20000 passes (left/right avg): no data mm
Maximum impression at 25000 passes (left wheel): no data mm
Maximum impression at 25000 passes (right wheel): no data mm
Average impression at 25000 passes (left/right avg): no data mm
General comments (publicly viewable) (Max 1000 characters): The surface abrasion test (CT 360) had an average loss of 0.2 g/cm².
Test was verified on 10/4/2022 ✔