Summary for Test 2021-03-12-13-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 214900 DEA: 034F8104 EFIS: 0314000291 |
|---|---|
| DIST-CO-RTE-PM | 03-GLE-32-L0.0/R0.3,0.1/0.9 |
| Award Date | 06/15/2020 |
| Closeout Date | 06/29/2021 |
| Work Description | CONSTRUCT SIDEWALKS, CURB RAMPS, & DRIVEWAYS. |
| Location Description | GLENN COUNTY IN ORLAND AT VARIOUS LOCATIONS FROM ROUTE 5 SOUTHBOUND OFF RAMP TO ROUTE 32 TO NINTH STREET/TEHAMA STREET AND FROM FOURTH STREET TO WOODWARD AVENUE |
| QA Service Level | 1 (Verified on 04/15/2020) |
Sample Information
| Sample Taken Date | 03/12/2021 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 03/12/2021 |
| Sample type | Verification | A brief description of the sample | 3/4" HMA - A, with 15% RAP |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Brad McKeehan (WITNESS) | Last name of sampler or witnessed by | KRC Personnel (SAMPLER) |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | JMF21-003 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Knife River Construction - Orland Drum Plant | Transportation Laboratory (TL) Number | C778174 |
| 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 | Not set |
Test Details
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DIME Sample ID: 2021-03-12-13
DIME Test ID: 2021-03-12-13-6
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Test Release Date: 2021-04-01
Test Results
Input Type: Measured
Tester's full name: Jeff Herbert
Date of test: 03/19/2021
HMA Production: Field Plant Produced
Specified number of passes at 12.7 mm: 15000
Specified number of passes at inflection point: 10000
Type and Amount of Anti-Stripping Additive: N/A
Compaction Method: SGC Cylindrical Specimen
Test Temperature: 122 F
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 2.81 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.73 mm
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: 15000
Impression at specified number of passes average: 3 mm
General comments (publicly viewable) (Max 1000 characters): JMF21-003.
Test was verified on 4/1/2021 ✔