Test 2020-05-13-3-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Sample Information
Sample Taken Date5/13/2020 Sample Unique Key3
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 testing5/14/2020
Sample typeVerification A brief description of the sample1/2" Untreated Aggregate
The quantity of what the sample constitutes4 bags 1/2", 4 bags 3/8", 1 bag 1/4", and 1 bag mineral filler From where was the sample collectedSource
First name of sampler or witnessed byEd Last name of sampler or witnessed byGamboa
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSyar Industries 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::LAKE HERMAN QUARRY
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 collectedBins 1, 2, 3, 4
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-121
Test Details
DIME Sample ID: 2020-05-13-3
DIME Test ID: 2020-05-13-3-1
Testing Lab: CT HQ - Hot Mix Asphalt Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-05-14
Test Results

What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 05/14/2020
Total mass of material in the sample: 3831.7 grams
Mass retained on the 1 1/2 in. sieve: 0 grams
Mass retained on the 1 in. sieve: 0 grams
Mass retained on the 3/4 in. sieve: 0 grams
Mass retained on the 1/2 in. sieve: 128.4 grams
Mass retained on the 3/8 in. sieve: 572.9 grams
Mass retained on the #4 sieve: 1545.6 grams
Total sample mass passing the #4 sieve: 2286.1 grams
Total mass of fine material in the sample: 571.7 grams
Mass retained on the #8 sieve: 220.6 grams
Mass retained on the #16 sieve: 332.3 grams
Mass retained on the #30 sieve: 400.2 grams
Mass retained on the #50 sieve: 449.9 grams
Mass retained on the #100 sieve: 499.3 grams
Mass retained on the #200 sieve: 524.5 grams
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:100 %
Cumulative percent passing the 3/4 in. sieve:100 %
Cumulative percent passing the 1/2 in. sieve:96.6 %
Cumulative percent passing the 3/8 in. sieve:85 %
Cumulative percent passing the #4 sieve:59.7 %
Cumulative percent passing the #8 sieve:36.7 %
Cumulative percent passing the #16 sieve:25 %
Cumulative percent passing the #30 sieve:17.9 %
Cumulative percent passing the #50 sieve:12.7 %
Cumulative percent passing the #100 sieve:7.6 %
Cumulative percent passing the #200 sieve:4.93 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 05/14/2020