Summary for Test 2020-05-05-27-6
Test performed: AASHTO T324-14Project Information
Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
---|---|
DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
Award Date | 11/06/2018 |
Closeout Date | 08/16/2023 |
Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
Sample Taken Date | 05/05/2020 | Sample Unique Key | 27 |
---|---|---|---|
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 | 05/06/2020 |
Sample type | Department Acceptance | A brief description of the sample | 3/4-inch RHMA-G (PG 64-16 CR) 1.0 Lime |
The quantity of what the sample constitutes | 10k/25k/50k tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Gomez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78418 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 036434 |
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 | 3/4 inch | Lot number | Unknown |
Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2020-05-05-27
DIME Test ID: 2020-05-05-27-6
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: 2020-06-25
Test Results
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 05/13/2020
HMA Production: Field Plant Produced
Specified number of passes at 12.7 mm: 20000
Specified number of passes at inflection point: 12500
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): 1.5 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 1.8 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: 25000
Impression at specified number of passes average: 2 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/25/2020 ✔