Summary for Test 2019-04-28-2-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 213912
DEA: 033H71U4
EFIS: 0319000051
DIST-CO-RTE-PM03-BUT-70-8.8/12.1
Award Date05/09/2019
Closeout Date09/23/2021
Work DescriptionWIDEN RDWY, RDWY EX, HMA & MODIFY ELECT SYSTEM.
Location DescriptionBUTTE COUNTY NEAR OROVILLE FROM 0.1 MILE SOUTH OF PALERMO ROAD TO 0.6 MILE NORTH OF OPHIR ROAD
QA Service Level1 (Verified on 02/21/2019)

Sample Information

Sample Taken Date04/28/2019 Sample Unique Key2
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 testing04/19/2019
Sample typeQuality Control A brief description of the sampleJMF mix design data
The quantity of what the sample constitutes1 production lot From where was the sample collectedSource
First name of sampler or witnessed byJon Last name of sampler or witnessed byBlumer
Title of sampler Telephone number of sampler916-386-6985
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Materials Hallwood Transportation Laboratory (TL) Number
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)91-58-0006::HALLWOOD PLANT
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 collectedStockpile @ 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: 2019-04-28-2
DIME Test ID: 2019-04-28-2-2
Testing Lab: Teichert Materials - Sacramento
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: 2019-05-29

Test Results


Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 Faced
Input Type: Calculated
Tester's full name: Eric Gifford
Date of test: 04/19/2019
Weighted average percentage of fractured, coarse, 1 faced particles: 96 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/29/2019