Test 2020-06-18-39-3 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214571
DEA: 020J1104
EFIS: 0219000062
DIST-CO-RTE-PM02-PLU-70-33.1/42.1
Work DescriptionPLACE HMA & SHOULDER BACKING, & REMOVE & REPLACE PAVEMENT DELINEATION.
Location DescriptionPLUMAS COUNTY AT AND NEAR KEDDIE FROM INDIAN CREEK BRIDGE TO 0.3 MILE WEST OF SPANISH CREEK BRIDGE NO. 09-0018
Sample Information
Sample Taken Date6/18/2020 Sample Unique Key39
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 testing6/18/2020
Sample typeVerification A brief description of the sample3/4-inch Untreated Virgin Type A Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byPEI Last name of sampler or witnessed byPEI
Title of sampler Laboratory sample identificationD78488F
The fabricator/manufacturer/facility nameSierra Cascade Aggregate and Asphalt Products Transportation Laboratory (TL) Number724738
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)91-32-0002
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 collectedLab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 20-07-S2 Lot number
Sublot number JMF Verification ID JMF3513-2020-207
Test Details
DIME Sample ID: 2020-06-18-39
DIME Test ID: 2020-06-18-39-3
Testing Lab: CT D02 - 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: 2020-10-06
Test Results

Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 10/06/2020
Mass of fractured, coarse, 2 faced particles tested: 980.9 g
Mass of questionable, coarse, 2 faced particles tested: 14.3 g
Mass of unfractured, coarse, 2 faced particles tested: 115.3 g
Mass of fractured, coarse, 1 faced particles tested: 987 g
Mass of questionable, coarse, 1 faced particles tested: 14.2 g
Mass of unfractured, coarse, 1 faced particles tested: 109.2 g
Mass of fractured, fine, 1 faced particles tested: 26.9 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0.7 g
Percentage of questionable, coarse, 2 faced particles tested: 1 %
Percentage of questionable, coarse, 1 faced particles tested: 1 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 89 %
Percentage of fractured, coarse, 1 faced particles tested: 90 %
Percentage of fractured, fine, 1 faced particles tested: 97 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/06/2020