Test 2021-05-24-53-3 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Sample Information
Sample Taken Date5/24/2021 Sample Unique Key53
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 testing5/24/2021
Sample typeVerification A brief description of the sampleCombined Untreated 3/4-inch Type A Virgin Aggregate
The quantity of what the sample constitutesVerification of JMF 21-04-S01 From where was the sample collectedManufacturer
First name of sampler or witnessed byDevin Last name of sampler or witnessed byOwens
Title of sampler Laboratory sample identificationD78808F
The fabricator/manufacturer/facility nameTullis - Nortstate Asphalt, Redding, CA Transportation Laboratory (TL) Number897297
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)91-45-0057
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 collectedLaboratory Batched from Sized Untreated Virgin Stockpile Samples
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 21-04-S01 Lot number
Sublot number JMF Verification ID JMF3513-2021-64, JMF3513-2021-70
Test Details
DIME Sample ID: 2021-05-24-53
DIME Test ID: 2021-05-24-53-3
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: 2021-08-03
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: Karen Rios Dorado
Date of test: 06/01/2021
Mass of fractured, coarse, 2 faced particles tested: 737.2 g
Mass of questionable, coarse, 2 faced particles tested: 19.3 g
Mass of unfractured, coarse, 2 faced particles tested: 20.7 g
Mass of fractured, coarse, 1 faced particles tested: 755 g
Mass of questionable, coarse, 1 faced particles tested: 19.3 g
Mass of unfractured, coarse, 1 faced particles tested: 2.9 g
Mass of fractured, fine, 1 faced particles tested: 29.6 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0 g
Percentage of questionable, coarse, 2 faced particles tested: 2 %
Percentage of questionable, coarse, 1 faced particles tested: 2 %
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: 98 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/03/2021