Summary for Test 2019-06-11-22-6
Test performed: AASHTO T324-14Project Information
Project Identifiers | Project ID: 212562 DEA: 024G5504 EFIS: 0214000036 |
---|---|
DIST-CO-RTE-PM | 02-SIS-5-2.7/R11.4 |
Award Date | 03/12/2018 |
Closeout Date | 10/05/2020 |
Work Description | RECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS |
Location Description | SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS |
QA Service Level | 1 (Verified on 04/04/2018) |
Sample Information
Sample Taken Date | 06/11/2019 | Sample Unique Key | 22 |
---|---|---|---|
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 | 06/12/2019 |
Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-28 M) |
The quantity of what the sample constitutes | JMF Renewal | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Carmichael |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D77928 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | Transportation Laboratory (TL) Number | 991052 |
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 | 0 |
Sublot number | 0 | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2019-06-11-22
DIME Test ID: 2019-06-11-22-6
Testing Lab: CT D02 - Redding 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: 2019-07-26
Test Results
Input Type: Measured
Tester's full name: Terry McCormick and D. Valasek
Date of test: 06/19/2019
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: 1.0% Lime
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): 25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 25000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 1.9 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 1.5 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: no data
Impression at specified number of passes average: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/26/2019 ✔