Test 2019-05-13-11-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 212753
DEA: 020H7604
EFIS: 0215000086
DIST-CO-RTE-PM02-LAS,PLU-VAR-VAR
Work DescriptionFULL DEPTH RECLAMATION AND DRAINAGE REHABILITATION
Location DescriptionLASSEN AND PLUMAS COUNTIES AT AND NEAR CHILCOOT FROM 0.9 MILE WEST OF SUMMIT SCHOOL DRIVE TO 0.7 MILE EAST OF ROUTE 395
Sample Information
Sample Taken Date5/13/2019 Sample Unique Key11
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 testing5/14/2019
Sample typeVerification A brief description of the sampleUntreated Virgin 3/4-inch Type A Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byCurry
Title of sampler Laboratory sample identificationD77885F
The fabricator/manufacturer/facility nameWard Lake Plant Transportation Laboratory (TL) Number001353
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)91-18-0008::WARD LAKE PIT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sample19-1278.106
The plant numberUnknown 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 sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 19-10-S1 Lot number0
Sublot number0 JMF Verification ID JMF3513-2019-69
Test Details
DIME Sample ID: 2019-05-13-11
DIME Test ID: 2019-05-13-11-2
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: 2019-06-24
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: Arthur Mills
Date of test: 06/20/2019
Mass of fractured, coarse, 2 faced particles tested: 1066.3 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 44.8 g
Mass of fractured, coarse, 1 faced particles tested: 1068.9 g
Mass of questionable, coarse, 1 faced particles tested: 0 g
Mass of unfractured, coarse, 1 faced particles tested: 42.2 g
Mass of fractured, fine, 1 faced particles tested: 112.5 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0.2 g
Percentage of questionable, coarse, 2 faced particles tested: 0 %
Percentage of questionable, coarse, 1 faced particles tested: 0 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 96 %
Percentage of fractured, coarse, 1 faced particles tested: 96 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/24/2019