Test 2018-05-27-1-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 213058
DEA: 010G6804
EFIS: 0117000045
DIST-CO-RTE-PM01-MEN-253-0.0-17.6 / 30-28.4 / 23.3-19.8
Work DescriptionCOLD PLANE, PLACE HMA AND MICROSURFACING
Location DescriptionMENDOCINO COUNTY NEAR BOONVILLE FROM 0.5 MILE WEST OF ANDERSON CREEK BRIDGE TO ROUTE 253/101 SEPARATION
Sample Information
Sample Taken Date5/27/2018 Sample Unique Key1
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 testing5/30/2018
Sample typeVerification A brief description of the sample3/4 Cold feed
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJack Last name of sampler or witnessed byMartin
Title of samplerTET Laboratory sample identification61953
The fabricator/manufacturer/facility nameGranite Ukiah Transportation Laboratory (TL) Number978561
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)91-23-0015::HARRIS QUARRY
The fabricator's/manufacturer's product name for the sample1417 The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedCold Feed
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 JMF3513-2018-24
Test Details
DIME Sample ID: 2018-05-27-1
DIME Test ID: 2018-05-27-1-1
Testing Lab: CT D01 - Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2018-07-24
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: Calculated
Tester's full name: Leif Ayres
Date of test: 07/24/2018
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:89 %
Cumulative percent passing the 3/8 in. sieve:81 %
Cumulative percent passing the 1/4 in. sieve:81 %
Cumulative percent passing the #4 sieve:52 %
Cumulative percent passing the #8 sieve:34 %
Cumulative percent passing the #16 sieve:20 %
Cumulative percent passing the #30 sieve:12 %
Cumulative percent passing the #50 sieve:8 %
Cumulative percent passing the #100 sieve:5 %
Cumulative percent passing the #200 sieve:3.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/24/2018