Test 2021-03-12-12-1 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214900
DEA: 034F8104
EFIS: 0314000291
DIST-CO-RTE-PM03-GLE-32-L0.0/R0.3,0.1/0.9
Work DescriptionCONSTRUCT SIDEWALKS, CURB RAMPS, & DRIVEWAYS.
Location DescriptionGLENN COUNTY IN ORLAND AT VARIOUS LOCATIONS FROM ROUTE 5 SOUTHBOUND OFF RAMP TO ROUTE 32 TO NINTH STREET/TEHAMA STREET AND FROM FOURTH STREET TO WOODWARD AVENUE
Sample Information
Sample Taken Date3/12/2021 Sample Unique Key12
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 testing3/12/2021
Sample typeVerification A brief description of the sample3/4" sized untreated virgin aggregates
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byBrad McKeehan (WITNESS) Last name of sampler or witnessed byKRC Personnel (SAMPLER)
Title of sampler Laboratory sample identificationJMF21-003
The fabricator/manufacturer/facility nameKnife River Construction - Orland Drum Plant Transportation Laboratory (TL) NumberC778174
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)91-11-0007
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 JMF3513-2021-38
Test Details
DIME Sample ID: 2021-03-12-12
DIME Test ID: 2021-03-12-12-1
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: 2021-04-01
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: 02/09/2021
Weighted average percentage of fractured, coarse, 2 faced particles:94 %
Weighted average percentage of fractured, coarse, 1 faced particles:98 %
Percentage of fractured, fine, 1 faced particles tested:94 %
General comments (publicly viewable) (Max 1000 characters): JMF21-003.

Test was verified on 04/01/2021