Summary for Test 2021-06-14-37-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 215250 DEA: 021J4404 EFIS: 0220000079 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-20.0/23.1,23.5/24.5,33.5/37.5 |
| Award Date | 12/14/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | ASPHALT RUBBER CHIP SEAL. |
| Location Description | MODOC COUNTY AT VARIOUS LOCATIONS FROM 1.8 MILES WEST OF ROUTE 139 TO 0.3 MILE WEST OF RATTLESNAKE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 06/14/2021 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 06/15/2021 |
| Sample type | Acceptance | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 10.0% RAP and virgin PG 64-28 M binder from Albina - Klamath Falls |
| 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 | D78843 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving – Alturas Plant (Alturas, CA) | Transportation Laboratory (TL) Number | 853346 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | |
| Structure name | Not Applicable |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-14-37
DIME Test ID: 2021-06-14-37-6
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: 2022-01-06
Test Results
Specified number of passes at 12.7 mm: 15000
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/21/2021
Test Temperature: 122 F
HMA Production: Field Plant Produced
Compaction Method: SGC Cylindrical Specimen
Type and Amount of Anti-Stripping Additive: Target was 1.1% lime.
No lime was suspecte
Stripping Inflection Point (Wheel A): 8013
Stripping Inflection Point (Wheel B): 4750
Maximum impression at 5000 passes (left wheel): 3.07 mm
Maximum impression at 5000 passes (right wheel): 3.32 mm
Average impression at 5000 passes (left/right avg): 3.2 mm
Maximum impression at 10000 passes (left wheel): 6.53 mm
Maximum impression at 10000 passes (right wheel): 7.47 mm
Average impression at 10000 passes (left/right avg): 7 mm
Maximum impression at 15000 passes (left wheel): 13.41 mm
Maximum impression at 15000 passes (right wheel): 15.04 mm
Average impression at 15000 passes (left/right avg): 14.23 mm
Maximum impression at 20000 passes (left wheel): 20 mm
Maximum impression at 20000 passes (right wheel): 20 mm
Average impression at 20000 passes (left/right avg): 20 mm
Maximum impression at 25000 passes (left wheel): 20 mm
Maximum impression at 25000 passes (right wheel): 20 mm
Average impression at 25000 passes (left/right avg): 20 mm
General comments (publicly viewable) (Max 1000 characters): The air voids of the four specimens ranged from 7.5 to 8.0% and had heights ranging from 60.0 to 60.6 mm after 250 gyrations.
Test was verified on 1/6/2022 ✔