Summary for Test 2020-04-15-41-1

Test performed: AASHTO T335-09r13
Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.

Project Information

Project IdentifiersProject ID: 214642
DEA: 031G6704
EFIS: 0319000117
DIST-CO-RTE-PM03---
Award Date03/17/2020
Closeout Date01/13/2021
Work DescriptionCOLD PLANE AC PAVEMENT AND RHMA-G OVERLAY.
Location DescriptionGLENN COUNTY NEAR WILLOWS FROM 2.3 MILES EAST OF NYE CREEK BRIDGE TO 0.2 MILE WEST OF ROUTE 162/5 SEPARATION
QA Service Level1 (Verified on 03/24/2020)

Sample Information

Sample Taken Date04/15/2020 Sample Unique Key41
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 testing04/16/2020
Sample typeVerification A brief description of the sample3/4" RHMA-G
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 samplerKnife River Construction personnel Telephone number of sampler
Laboratory sample identificationJMF20-016 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKRC Orland Drum Plant Transportation Laboratory (TL) NumberC779099
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 JMF3513-2020-233

Test Details

DIME Sample ID: 2020-04-15-41
DIME Test ID: 2020-04-15-41-1
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: 2021-01-11

Test Results


Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 04/28/2020
Percentage of fractured, coarse, 2 faced particles tested:90 %
Percentage of fractured, coarse, 1 faced particles tested:96 %
Percentage of fractured, fine, 1 faced particles tested:92 %
General comments (publicly viewable) (Max 1000 characters): JMF20-016. Test date estimated.

Test was verified on 1/11/2021

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.