Summary for Test 2020-05-21-35-3

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214725
DEA: 020J1304
EFIS: 0219000064
DIST-CO-RTE-PM02-LAS-139-43.0/53.0
Award Date04/10/2020
Closeout Date10/06/2020
Work DescriptionCOLD IN-PLACE RECYCLING AND PLACE HMA (TYPE A).
Location DescriptionLASSEN COUNTY ABOUT 42 MILES NORTH OF SUSANVILLE FROM 3.8 MILES NORTH OF SLATE CREEK TO 4.7 MILES SOUTH OF WILLOW CREEK RANCH ROAD
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date05/21/2020 Sample Unique Key35
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 testing05/22/2020
Sample typeVerification A brief description of the sampleCombined 1/2-inch Type A Untreated Virgin Aggregate
The quantity of what the sample constitutesJMF Verification Renewal From where was the sample collectedSource
First name of sampler or witnessed byJimmy Last name of sampler or witnessed byMontana
Title of sampler Telephone number of sampler
Laboratory sample identificationD78440F Linked DIME Sample ID
The fabricator/manufacturer/facility nameShaw Pit Transportation Laboratory (TL) Number733194
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)91-25-0008
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 19-05-R1 Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-158

Test Details

DIME Sample ID: 2020-05-21-35
DIME Test ID: 2020-05-21-35-3
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: 2020-07-17

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: 07/14/2020
Mass of fractured, coarse, 2 faced particles tested: 672.9 g
Mass of questionable, coarse, 2 faced particles tested: 21.1 g
Mass of unfractured, coarse, 2 faced particles tested: 85.2 g
Mass of fractured, coarse, 1 faced particles tested: 699.7 g
Mass of questionable, coarse, 1 faced particles tested: 21.1 g
Mass of unfractured, coarse, 1 faced particles tested: 58.4 g
Mass of fractured, fine, 1 faced particles tested: 109.7 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 1.2 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: 88 %
Percentage of fractured, coarse, 1 faced particles tested: 91 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/17/2020