Test 2018-02-14-2-1 (AASHTO T27-14) Summary

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 Date2/14/2018 Sample Unique Key2
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 testing2/14/2018
Sample typeVerification A brief description of the sample3/4 x 3/8-inch
The quantity of what the sample constitutes4 Bags From where was the sample collectedSource
First name of sampler or witnessed bya Last name of sampler or witnessed bya
Title of samplerUnknown Laboratory sample identificationD7547
The fabricator/manufacturer/facility nameSNC - Mustang Asphalt Plant Transportation Laboratory (TL) Number23234
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)MSHA IDs 2602089
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 collectedstockpile
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set JMF Verification ID
Test Details
DIME Sample ID: 2018-02-14-2
DIME Test ID: 2018-02-14-2-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2018-02-14
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: Ward Jenkins
Date of test: 02/14/2018
Total mass of material in the sample: 5140 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: 45 grams
Cumulative mass retained on the 1/2 in. sieve: 255 grams
Cumulative mass retained on the 3/8 in. sieve: 580 grams
Mass retained on the 1/4 in. sieve: 1002 grams
Cumulative mass retained on the #4 sieve: 800 grams
Total sample mass passing the #4 sieve: 2400 grams
Total mass of fine material in the sample: 510 grams
Cumulative mass retained on the #8 sieve: 50 grams
Cumulative mass retained on the #16 sieve: 90 grams
Cumulative mass retained on the #30 sieve: 100 grams
Cumulative mass retained on the #50 sieve: 240 grams
Cumulative mass retained on the #100 sieve: 380 grams
Cumulative mass retained on the #200 sieve: 465 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:99 %
Cumulative percent passing the 1/2 in. sieve:95 %
Cumulative percent passing the 3/8 in. sieve:89 %
Cumulative percent passing the 1/4 in. sieve:81 %
Cumulative percent passing the #4 sieve:84 %
Cumulative percent passing the #8 sieve:76 %
Cumulative percent passing the #16 sieve:69 %
Cumulative percent passing the #30 sieve:68 %
Cumulative percent passing the #50 sieve:44 %
Cumulative percent passing the #100 sieve:21 %
Cumulative percent passing the #200 sieve:7.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/14/2018