Test 2021-01-28-6-1 (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 Date1/28/2021 Sample Unique Key6
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 testing1/29/2021
Sample typeVerification A brief description of the sample3 bins (2 bags each)
The quantity of what the sample constitutes6 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byJane Last name of sampler or witnessed byDoe
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSyar Industries Inc 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 collectedHot bins
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 JMF3513-2021-17
Test Details
DIME Sample ID: 2021-01-28-6
DIME Test ID: 2021-01-28-6-1
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: 2021-01-29
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: 01/29/2021
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: 571.1 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: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:36.6 %
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:7.5 %
Cumulative percent passing the #200 sieve:4.87 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/29/2021