Test 2021-08-20-44-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214114
DEA: 040A5394
EFIS: 0418000244
DIST-CO-RTE-PM04-SOL-80,12-11.4/12.8, 2.1/2.8
Work DescriptionWiden EB SR-12 Connector, Construct 3 ramps & 2 box girder bridges, remove existing bridge, etc.
Location DescriptionI-80/I-680/Route 12 Interchange
Sample Information
Sample Taken Date8/20/2021 Sample Unique Key44
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing8/20/2021
Sample typeVerification A brief description of the sample4 Bags of Mixed Aggregate
The quantity of what the sample constitutes4 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed by(Plant QC Rep) Last name of sampler or witnessed by(Plant QC Rep)
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSYAR Lake Herman Drum 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)91-48-0002
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 collectedSampling Point of the Plant
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 JMF3513-2021-78
Test Details
DIME Sample ID: 2021-08-20-44
DIME Test ID: 2021-08-20-44-2
Testing Lab: CT D04 - DME / District 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: 2021-09-15
Test Results

Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Nicholas Shelly
Date of test: 09/01/2021
Percentage of fractured, coarse, 2 faced particles tested:98 %
Percentage of fractured, coarse, 1 faced particles tested:100 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/15/2021