Summary for Test 2019-10-29-45-1
Test performed: AASHTO T324-14
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project Information
Project Identifiers | Project ID: 214136 DEA: 010F3604 EFIS: 0115000115 |
---|---|
DIST-CO-RTE-PM | 01-HUM-101-R39.2/R48.3 |
Award Date | 07/31/2019 |
Closeout Date | 01/04/2021 |
Work Description | COLD PLANE AC PAVEMENT, RHMA OVERLAY, AND GUARDRAIL INSTALLATION. |
Location Description | HUMBOLDT COUNTY NEAR REDCREST, PEPPERWOOD, AND STAFFORD FROM ENGLWOOD PARK UNDERCROSSING TO EEL RIVER BRIDGE AND OVERHEAD |
QA Service Level | 1 (Verified on 06/24/2019) |
Sample Information
Sample Taken Date | 10/29/2019 | Sample Unique Key | 45 |
---|---|---|---|
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 | 10/29/2019 |
Sample type | Quality Control | A brief description of the sample | 1/2" RHMA-G |
The quantity of what the sample constitutes | JMF | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Matt | Last name of sampler or witnessed by | Horn |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Mercer Fraser B | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
---|---|---|---|
HMA Grading | 1/2 inch | Lot number | Unknown |
Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2019-10-29-45
DIME Test ID: 2019-10-29-45-1
Testing Lab: Trinity Engineering Laboratories, Incorporated - Fresno
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Test Release Date: 2019-10-30
Test Results
Input Type: Calculated
Tester's full name: Matthew Horn
Date of test: 10/29/2019
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: no data
Impression at specified number of passes average: no data
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): 0
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 0
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 4.718 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 6.167 mm
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): 0
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/30/2019 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.