Test 2019-04-01-41-1 (AASHTO T27-14) Summary

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.
Project Information
Project IdentifiersProject ID: 9999
DEA: 00000000
EFIS: 0000000000
COOP: 99999333399
MINOR: 333333
Permit Numbers: 555555 0400NRT0000
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Sample Information
Sample Taken Date4/1/2019 Sample Unique Key41
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 testing4/1/2019
Sample typeVerification A brief description of the sample1/2" Virgin Aggregate Combined Gradation
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byBarrett Last name of sampler or witnessed byFelder
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGriffith Edmonston 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)04-03447
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 collectedPlant
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 JMF3513-2019-86
Test Details
DIME Sample ID: 2019-04-01-41
DIME Test ID: 2019-04-01-41-1
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: 2019-12-02
Test Results

What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 04/01/2019
Total mass of material in the sample: 10000 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: 561 grams
Cumulative mass retained on the 3/8 in. sieve: 2263 grams
Mass retained on the 1/4 in. sieve: 5994 grams
Cumulative mass retained on the #4 sieve: 7126 grams
Total sample mass passing the #4 sieve: 520 grams
Total mass of fine material in the sample: 520 grams
Cumulative mass retained on the #8 sieve: 167 grams
Cumulative mass retained on the #16 sieve: 287 grams
Cumulative mass retained on the #30 sieve: 365 grams
Cumulative mass retained on the #50 sieve: 421 grams
Cumulative mass retained on the #100 sieve: 467 grams
Cumulative mass retained on the #200 sieve: 488 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:94.4 %
Cumulative percent passing the 3/8 in. sieve:77.4 %
Cumulative percent passing the 1/4 in. sieve:40.1 %
Cumulative percent passing the #4 sieve:28.7 %
Cumulative percent passing the #8 sieve:19.5 %
Cumulative percent passing the #16 sieve:12.9 %
Cumulative percent passing the #30 sieve:8.6 %
Cumulative percent passing the #50 sieve:5.5 %
Cumulative percent passing the #100 sieve:2.9 %
Cumulative percent passing the #200 sieve:1.77 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/02/2019

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.