Test 2018-08-28-5-5 (AASHTO T96-02r10) Summary

Project Information
Project IdentifiersProject ID: 213134
DEA: 024F77U4
EFIS: 0217000022
DIST-CO-RTE-PM02-MOD-299-23.1/23.6, 24.5/33.5
Work DescriptionBRIDGE REPLACE, ROADWAY REHAB/FULL DEPTH RECLAMATION-CEMENT + HMA
Location DescriptionMODOC COUNTY ABOUT 6 MILES WEST OF ALTURAS FROM 0.3 MILE WEST TO 0.3 MILE EAST OF CALDWELL CREEK BRIDGE AND 1.1 MILES EAST OF CALDWELL CREEK BRIDGE TO 1.7 MILES WEST OF COUNTY ROAD 75
Sample Information
Sample Taken Date8/28/2018 Sample Unique Key5
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 testing8/28/2018
Sample typeVerification A brief description of the sampleSized Virgin Aggregates
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byx Last name of sampler or witnessed byx
Title of samplerUnknown Laboratory sample identificationD77624
The fabricator/manufacturer/facility nameHat Creek - Shaw Pit Facility Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormJMF 18-18-S1 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-25-0008::SHAW PIT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedLaboratory Batched
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 18-18-S1 Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3513-2018-35, JMF3513-2018-36, JMF3513-2018-38, JMF3513-2018-41
Test Details
DIME Sample ID: 2018-08-28-5
DIME Test ID: 2018-08-28-5-5
Testing Lab: CT D02 - North Region Materials Lab
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: 2018-09-20
Test Results

Input Type: Calculated
Tester's full name: Dennis Hickey
Date of test: 09/11/2018
Grading designation: B
Percent loss after 100 revolutions:3 %
Percent loss after 500 revolutions:17 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/20/2018