Summary for Test 2023-03-15-16-5

Test performed: AASHTO T96-02r10

Project Information

Project IdentifiersProject ID: 994401
DEA: 09379304
EFIS: 0919000007
DIST-CO-RTE-PM09-INY-127-21.0/34.5,41.8/49.4
Award Date01/23/2023
Closeout Date12/27/2023
Work DescriptionPARTIAL DEPTH RECYCLE AND HOT MIX ASPHALT (TYPE A).
Location DescriptionINYO COUNTY NEAR SHOSHONE FROM 4.6 MILES NORTH OF ROUTE 178 WEST TO 7.6 MILES SOUTH OF ROUTE 190 AND FROM 0.3 MILE SOUTH OF ROUTE 190 TO NEVADA STATE LINE
QA Service Level1 (Verified on 08/02/2023)

Sample Information

Sample Taken Date03/15/2023 Sample Unique Key16
Date that the sample was received by the laboratory/organization performing the testing03/15/2023 Sample typeVerification
A brief description of the sample3/4" Coldfeed & RAP The quantity of what the sample constitutes3 Bags of 3/4" Coldfeed
From where was the sample collectedManufacturer First name of sampler or witnessed byJosh
Last name of sampler or witnessed byHubartt Title of samplerTET
Telephone number of sampler7609373217 Laboratory sample identification2911 JMF-01
Linked DIME Sample ID The fabricator/manufacturer/facility nameWulfenstein Construction
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)99-99-9999
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedSample Device at Hot Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-03-15-16
DIME Test ID: 2023-03-15-16-5
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Test Release Date: 2023-06-13

Test Results


Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 03/22/2023
Grading designation: B
Percent loss after 100 revolutions: 4 %
Percent loss after 500 revolutions: 19 %
General comments (publicly viewable) (Max 1000 characters): JMF-01

Test was verified on 6/13/2023 ✔