Summary for Test 2020-03-23-11-5

Test performed: AASHTO T96-02r10

Project Information

Project IdentifiersProject ID: 213733
DEA: 051C85U4
EFIS: 0518000156
DIST-CO-RTE-PM05-SCR-1-10.2/17.5
Award Date02/19/2019
Closeout Date11/15/2021
Work DescriptionSanta Cruz 1 CAPM and Bridge Rails
Location DescriptionSANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM NORTH APTOS UNDERPASS TO JUNCTION ROUTE 9.
QA Service Level1 (Verified on 02/14/2019)

Sample Information

Sample Taken Date03/23/2020 Sample Unique Key11
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 testing04/17/2020
Sample typeVerification A brief description of the samplebags of aggregate
The quantity of what the sample constitutesOne JMF Renewal From where was the sample collectedManufacturer
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byRomiza
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Felton Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-44-0003::FELTON QUARRY
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 collectedAt the Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-117

Test Details

DIME Sample ID: 2020-03-23-11
DIME Test ID: 2020-03-23-11-5
Testing Lab: CT D05 - 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: 2020-05-01

Test Results


Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 03/04/2019
Grading designation: B
Percent loss after 100 revolutions:8 %
Percent loss after 500 revolutions:35 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/1/2020