Summary for Test 2020-06-08-36-3

Test performed: AASHTO T96-02r10

Project Information

Project IdentifiersProject ID: 213835
DEA: 051F7404
EFIS: 0514000049
DIST-CO-RTE-PM05-MON-101-R28.0/R30.6
Award Date04/03/2019
Closeout Date08/23/2021
Work DescriptionPLACE CONTINUOUSLY REINFORCED CONCRETE PAVEMENT ON EXISTING ROADWAY.
Location DescriptionMONTEREY COUNTY NEAR SAN LUCAS FROM 0.1 MILE SOUTH OF PARIS VALLEY ROAD OVERCROSSING TO RANCHO UNDERCROSSING
QA Service Level1 (Verified on 02/18/2019)

Sample Information

Sample Taken Date06/08/2020 Sample Unique Key36
Date that the sample was received by the laboratory/organization performing the testing06/19/2020 Sample typeVerification
A brief description of the sampleBags of Untreated Aggregate The quantity of what the sample constitutesOne JMF Renewal
From where was the sample collectedManufacturer First name of sampler or witnessed byLarry
Last name of sampler or witnessed byScott Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSPM Templeton
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-10-0006
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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-08-36
DIME Test ID: 2020-06-08-36-3
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-07-06

Test Results


Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 07/02/2020
Grading designation: B
Percent loss after 100 revolutions: 7 %
Percent loss after 500 revolutions: 24 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/6/2020 ✔