Test 2020-03-27-3-8 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
Sample Information
Sample Taken Date3/27/2020 Sample Unique Key3
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 testing3/27/2020
Sample typeVerification A brief description of the sample1/2" Untreated Aggregate for Type A HMA mix design
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 samplerMREA Laboratory sample identification20-JMF-0040
The fabricator/manufacturer/facility nameSyar Industries Transportation Laboratory (TL) NumberNA
Inspector Lot Number from the Transportation Laboratory (TL) FormNA 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 sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBins 1, 2, 3, and 4
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 JMF3513-2020-103
Test Details
DIME Sample ID: 2020-03-27-3
DIME Test ID: 2020-03-27-3-8
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-04-07
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: Ryan Kester
Date of test: 04/02/2020
Total mass of material in the sample: 3831.7 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 128.4 grams
Cumulative mass retained on the 3/8 in. sieve: 572.9 grams
Cumulative 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
Cumulative mass retained on the #8 sieve: 220.6 grams
Cumulative mass retained on the #16 sieve: 332.3 grams
Cumulative mass retained on the #30 sieve: 400.2 grams
Cumulative mass retained on the #50 sieve: 449.9 grams
Cumulative mass retained on the #100 sieve: 499.3 grams
Cumulative mass retained on the #200 sieve: 524.5 grams
Cumulative percent passing the 1 1/2 in. sieve:0 %
Cumulative percent passing the 1 in. sieve:0 %
Cumulative percent passing the 3/4 in. sieve:0 %
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 1000 characters):

Test was verified on 04/07/2020