Summary for Test 2021-03-12-12-1

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214900
DEA: 034F8104
EFIS: 0314000291
DIST-CO-RTE-PM03-GLE-32-L0.0/R0.3,0.1/0.9
Award Date06/15/2020
Closeout Date06/29/2021
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
QA Service Level1 (Verified on 04/15/2020)

Sample Information

Sample Taken Date03/12/2021 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 testing03/12/2021
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 Telephone number of sampler
Laboratory sample identificationJMF21-003 Linked DIME Sample ID
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, name of Pit or Job Site)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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-03-12-12
DIME Test ID: 2021-03-12-12-1
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 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 4/1/2021