Summary for Test 2019-04-29-20-5

Test performed: AASHTO T96-02r10

Project Information

Project IdentifiersProject ID: 213720
DEA: 024H2004
EFIS: 0218000094
DIST-CO-RTE-PM02-SHA-89-26.3/29.2
Award Date12/19/2018
Closeout Date08/06/2019
Work DescriptionPAVEMENT OVERLAY
Location DescriptionSHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE
QA Service Level1 (Verified on 01/04/2019)

Sample Information

Sample Taken Date04/29/2019 Sample Unique Key20
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 testing04/30/2019
Sample typeVerification A brief description of the sampleUntreated Virgin 1/2-inch Type A Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD77860F Linked DIME Sample ID
The fabricator/manufacturer/facility nameShaw Pit Transportation Laboratory (TL) Number827788
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-25-0008::SHAW PIT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sample19-1278.105B
The plant numberUnknown A detailed description of where the material sample was collectedLab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberJMF 19-05-S2 Lot number0
Sublot number0 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-29-20
DIME Test ID: 2019-04-29-20-5
Testing Lab: CT D02 - Redding Northern Regional 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: 2019-06-06

Test Results


Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 06/04/2019
Grading designation: C
Mass of sample (before test): 4999 grams
Mass of sample on No.12 sieve (after 100 revolutions): 4805 grams
Mass of sample on No.12 sieve (after 500 revolutions): 4065 grams
Percent loss after 100 revolutions: 4 %
Percent loss after 500 revolutions: 19 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/6/2019