Test 2020-04-20-29-3 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214589
DEA: 020J1604
DIST-CO-RTE-PM02-PLU-284-0.0/8.3
Work DescriptionPLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING).
Location DescriptionPLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072
Sample Information
Sample Taken Date4/20/2020 Sample Unique Key29
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 testing4/21/2020
Sample typeVerification A brief description of the sampleCombined 1/2-inch Type A Untreated Virgin Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byJimmy Last name of sampler or witnessed byMontana
Title of sampler Laboratory sample identificationD78406F
The fabricator/manufacturer/facility nameWard Lake Pit Transportation Laboratory (TL) Number733181
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
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
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 Size1/2 inch
The concrete mix design numberJMF 20-04-S1 Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-139, JMF3513-2020-147, JMF3513-2020-149, JMF3513-2020-209
Test Details
DIME Sample ID: 2020-04-20-29
DIME Test ID: 2020-04-20-29-3
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: 2020-06-18
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: 06/15/2020
Mass of fractured, coarse, 2 faced particles tested: 724 g
Mass of questionable, coarse, 2 faced particles tested: 20 g
Mass of unfractured, coarse, 2 faced particles tested: 25.8 g
Mass of fractured, coarse, 1 faced particles tested: 730 g
Mass of questionable, coarse, 1 faced particles tested: 20 g
Mass of unfractured, coarse, 1 faced particles tested: 25.8 g
Mass of fractured, fine, 1 faced particles tested: 28.2 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: 3 %
Percentage of questionable, coarse, 1 faced particles tested: 3 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 95 %
Percentage of fractured, coarse, 1 faced particles tested: 95 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/18/2020