Summary for Test 2018-02-20-24-10

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 212852
DEA: 010H7604
DIST-CO-RTE-PM01-MEN-101-33.0/42.0
Award Date10/10/2017
Closeout Date08/06/2020
Work DescriptionFire Damage Repairs: Roadway Repair, Drainage/Slope Repair, Erosion Control, Fencing, MBGR and Sign Replacement, Hazard Tree and Debris Removal.
Location DescriptionNot set
QA Service Level1 (Verified on 01/26/2018)

Sample Information

Sample Taken Date02/20/2018 Sample Unique Key24
Date that the sample was received by the laboratory/organization performing the testing02/22/2018 Sample typeQuality Control
A brief description of the samplevirgin aggregate The quantity of what the sample constitutesrenewal
From where was the sample collectedManufacturer First name of sampler or witnessed bya
Last name of sampler or witnessed bye Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility namegranite ukiah
Transportation Laboratory (TL) NumberUnknown 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 sampleUnknown 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 Size1/2 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set
HMA PayNo

Test Details

DIME Sample ID: 2018-02-20-24
DIME Test ID: 2018-02-20-24-10
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2018-04-06

Test Results


Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 03/30/2018
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/30/2018 ✔