Test 2020-09-02-38-1 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214875
DEA: 033H72U4
EFIS: 0320000087
DIST-CO-RTE-PM03-BUT-70-5.6/9.1
Work DescriptionROADWAY EXCAVATION, PLACE HMA & RHMA, & CONSTRUCT DRAINAGE SYSTEMS.
Location DescriptionBUTTE COUNTY NEAR OROVILLE FROM 0.2 MILE NORTH OF COX LANE TO 0.1 MILE NORTH OF PALERMO ROAD
Sample Information
Sample Taken Date9/2/2020 Sample Unique Key38
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 testing8/28/2020
Sample typeVerification A brief description of the sample3/4" HMA - A w/RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byBrad Last name of sampler or witnessed byMckeehan (WITNESS)
Title of samplerKRC Personnel Laboratory sample identificationJMF20-038
The fabricator/manufacturer/facility nameKnife River Construction - 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 or name of Pit)91-58-0002
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedCold Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID JMF3513-2021-10
Test Details
DIME Sample ID: 2020-09-02-38
DIME Test ID: 2020-09-02-38-1
Testing Lab: CT D03 - North Region Materials Lab
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: 2021-02-01
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: Thomas Stinnett
Date of test: 09/07/2020
Weighted average percentage of fractured, coarse, 2 faced particles:93 %
Weighted average percentage of fractured, coarse, 1 faced particles:97 %
Percentage of fractured, fine, 1 faced particles tested:96 %
General comments (publicly viewable) (Max 1000 characters): JMF20-038. Test date estimated.

Test was verified on 02/01/2021