Summary for Test 2018-05-27-1-3

Test performed: AASHTO T96-02r10

Project Information

Project IdentifiersProject ID: 213058
DEA: 010G6804
EFIS: 0117000045
DIST-CO-RTE-PM01-MEN-253-0.0-17.6 / 30-28.4 / 23.3-19.8
Award Date03/22/2018
Closeout Date08/07/2019
Work DescriptionCOLD PLANE, PLACE HMA AND MICROSURFACING
Location DescriptionMENDOCINO COUNTY NEAR BOONVILLE FROM 0.5 MILE WEST OF ANDERSON CREEK BRIDGE TO ROUTE 253/101 SEPARATION
QA Service Level1 (Verified on 04/27/2018)

Sample Information

Sample Taken Date05/27/2018 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing05/30/2018 Sample typeVerification
A brief description of the sample3/4 Cold feed The quantity of what the sample constitutesJMF Verification
From where was the sample collectedManufacturer First name of sampler or witnessed byJack
Last name of sampler or witnessed byMartin Title of samplerTET
Telephone number of samplerUnknown Laboratory sample identification61953
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameGranite Ukiah
Transportation Laboratory (TL) Number978561 Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-23-0015::HARRIS QUARRY
The fabricator's/manufacturer's product name for the sample1417 The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedCold Feed
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set
HMA PayNo

Test Details

DIME Sample ID: 2018-05-27-1
DIME Test ID: 2018-05-27-1-3
Testing Lab: CT D01 - District 1 Materials 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: 2018-07-24

Test Results


Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 07/24/2018
Grading designation: B
Percent loss after 100 revolutions: 4 %
Percent loss after 500 revolutions: 14 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/24/2018 ✔