Summary for Test 2019-02-18-17-2

Test performed: AASHTO T96-02r10

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout Date08/16/2023
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date02/18/2019 Sample Unique Key17
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 testing02/18/2019
Sample typeQuality Control A brief description of the sampleCombined 1/2-inch Type A Aggregate (Untreated Virgin)
The quantity of what the sample constitutesMix Design From where was the sample collectedSource
First name of sampler or witnessed byCGI Last name of sampler or witnessed byCGI
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock Quarry Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-45-0017::FAWNDALE ROCK QUARRY
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sample19-1001.314
The plant numberUnknown A detailed description of where the material sample was collectedLab-batched from untreated stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design number19-06-S1 Lot number0
Sublot number0 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-02-18-17
DIME Test ID: 2019-02-18-17-2
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: 2019-04-30

Test Results


Input Type: Calculated
Tester's full name: CGI
Date of test: 02/18/2019
Grading designation: C
Percent loss after 100 revolutions: 3 %
Percent loss after 500 revolutions: 12 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/30/2019