Test 2021-04-01-26-3 (AASHTO T30-19) Summary

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Project Information
Project IdentifiersProject ID: 212914
DEA: 031E0604
EFIS: 0312000068
DIST-CO-RTE-PM03-YUB-70-15.5/16.5
Work DescriptionSIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location DescriptionNEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
Sample Information
Sample Taken Date4/1/2021 Sample Unique Key26
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 testing4/1/2021
Sample typeVerification A brief description of the sampleRAP minus 1/2"
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byTeichert Personnel (SAMPLER) Last name of sampler or witnessed by Brad McKeehan (WITNESS)
Title of samplerUnknown Laboratory sample identificationJMF21-020A
The fabricator/manufacturer/facility nameTeichert-Hallwood Drum Plant Transportation Laboratory (TL) NumberC706328
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameNot Applicable
Material Information
Material TypeReclaimed Asphalt Pavement RAP SourceTeichert Hallwood, RAP Bin 1
Aggregate Size Aggregate Source
RAP StockpileStatic Stockpile Size (tons)Unknown
JMF Verification ID JMF3513-2021-49
Test Details
DIME Sample ID: 2021-04-01-26
DIME Test ID: 2021-04-01-26-3
Testing Lab: CT D03 - Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-05-05
Test Results

Does this test use 1/4 sieve?: No
Input Type: Calculated
Tester's full name: Mario Munoz
Date of test: 04/07/2021
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:100 %
Cumulative percent passing the 1/2 in. sieve:96 %
Cumulative percent passing the 3/8 in. sieve:85 %
Cumulative percent passing the #4 sieve:58 %
Cumulative percent passing the #8 sieve:40 %
Cumulative percent passing the #16 sieve:30 %
Cumulative percent passing the #30 sieve:23 %
Cumulative percent passing the #50 sieve:16 %
Cumulative percent passing the #100 sieve:12 %
Cumulative percent passing the #200 sieve:9 %
General comments (publicly viewable) (Max 1000 characters): JMF21-020A.

Test was verified on 05/05/2021