Test 2021-05-11-31-9 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214426
DEA: 030A5704
EFIS: 0300020593
DIST-CO-RTE-PM03-YUB-20-13.3/R18.2
Work DescriptionBrowns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK.
Location DescriptionYUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE
Sample Information
Sample Taken Date5/11/2021 Sample Unique Key31
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 testing7/12/2021
Sample typeVerification A brief description of the sample1/2" untreated Virgin Aggregate
The quantity of what the sample constitutes 2 bags From where was the sample collectedSupplier
First name of sampler or witnessed byK. Last name of sampler or witnessed byMcHugh
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameTeichert Hallwood Drum Plant Transportation Laboratory (TL) Number
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)91-58-0006
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 collectedbelt feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID JMF3513-2021-68
Test Details
DIME Sample ID: 2021-05-11-31
DIME Test ID: 2021-05-11-31-9
Testing Lab: CT D03 - 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: 2021-08-12
Test Results

Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Tom Stinnett
Date of test: 07/22/2021
Weighted average percentage of fractured, coarse, 2 faced particles:92 %
Weighted average percentage of fractured, coarse, 1 faced particles:97 %
Percentage of fractured, fine, 1 faced particles tested:99 %
General comments (publicly viewable) (Max 1000 characters): JMF 21-028

Test was verified on 08/12/2021