Test 2018-05-31-18-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 212784
DEA: 023H1504
EFIS: 0217000064
DIST-CO-RTE-PM02-LAS-299-0.0/4.7
Work DescriptionAC OVERLAY, REPLACE ASPHALT CONCRETE SURFACING AND GUARDRAIL.
Location DescriptionLASSEN COUNTY NEAR MCARTHUR FROM SHASTA COUNTY LINE TO 4.0 MILES WEST OF MUCK VALLEY HYDRO ROAD.
Sample Information
Sample Taken Date5/31/2018 Sample Unique Key18
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 testing5/31/2018
Sample typeVerification A brief description of the sampleCombined Treated Virgin Type A Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerUnknown Laboratory sample identificationD77434
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt Transportation Laboratory (TL) Number736683
Inspector Lot Number from the Transportation Laboratory (TL) FormJMF 18-03-M1 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-45-0017::FAWNDALE ROCK QUARRY
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 collectedCold Feed
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 18-03-M1 Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3513-2018-47
Test Details
DIME Sample ID: 2018-05-31-18
DIME Test ID: 2018-05-31-18-1
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: 2019-01-04
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: Colt Sweeny
Date of test: 06/01/2018
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:99.4 %
Cumulative percent passing the 1/2 in. sieve:77.2 %
Cumulative percent passing the 3/8 in. sieve:62.7 %
Cumulative percent passing the 1/4 in. sieve:48.2 %
Cumulative percent passing the #4 sieve:40.7 %
Cumulative percent passing the #8 sieve:24.5 %
Cumulative percent passing the #16 sieve:15.2 %
Cumulative percent passing the #30 sieve:9.9 %
Cumulative percent passing the #50 sieve:6.8 %
Cumulative percent passing the #100 sieve:5 %
Cumulative percent passing the #200 sieve:3.93 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/04/2019