Summary for Test 2015-03-30-3-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 7566
DEA: 042640K4
EFIS: 0412000406
COOP: 0412458
DIST-CO-RTE-PM04---
Award Date11/02/2012
Closeout Date06/03/2020
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 06/03/2020)

Sample Information

Sample Taken Date03/30/2015 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 testing04/15/2015
Sample typeVerification A brief description of the sampleClass 2 AB
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byRichard Last name of sampler or witnessed byDuncan
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification15ASPH-0230 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameGBI Silveria Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeJob Mix Formula Partial Source Identification (SMARA, name of Pit or Job Site)NA
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 Superpave or Non-superpave MixNot set

Test Details

DIME Sample ID: 2015-03-30-3
DIME Test ID: 2015-03-30-3-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2015-06-02

Test Results


What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 05/04/2015
Cumulative percent passing the 2 in. sieve: 100 %
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: 96 %
Cumulative percent passing the 1/2 in. sieve: 85 %
Cumulative percent passing the 3/8 in. sieve: 75 %
Cumulative percent passing the #4 sieve: 57 %
Cumulative percent passing the #8 sieve: 40 %
Cumulative percent passing the #16 sieve: 30 %
Cumulative percent passing the #30 sieve: 20 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/2/2015