Test 2019-03-25-23-6 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
Sample Information
Sample Taken Date3/25/2019 Sample Unique Key23
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 testing4/29/2019
Sample typeVerification A brief description of the sampleSized Untreated Aggregate (Dispute Resolution of JMF)
The quantity of what the sample constitutesDispute Resolution of JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byMark Last name of sampler or witnessed byHuddleston
Title of samplerMat and Res Eng Aso Laboratory sample identification019-006
The fabricator/manufacturer/facility namePapich Construction Transportation Laboratory (TL) NumberHDQTRS Lab
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-10-0006::AVENAL AGGREGATES
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 collectedFrom the plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2019-57
Test Details
DIME Sample ID: 2019-03-25-23
DIME Test ID: 2019-03-25-23-6
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-05-09
Test Results

What type of gradation is being tested?: Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type):
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 05/02/2019
Cumulative mass retained on the 2 in. sieve: 0 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: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 97.2 grams
Cumulative mass retained on the 3/8 in. sieve: 288 grams
Total sample mass passing the #4 sieve: 1268.9 grams
Cumulative mass retained on the #4 sieve: 521.3 grams
Total mass of material in the sample: 2176.1 grams
Cumulative mass retained on the #8 sieve: 408 grams
Cumulative mass retained on the #16 sieve: 332 grams
Cumulative mass retained on the #30 sieve: 195.2 grams
Cumulative mass retained on the #50 sieve: 155.5 grams
Cumulative mass retained on the #100 sieve: 108.4 grams
Cumulative mass retained on the #200 sieve: 43.7 grams
Mass retained on the pan (fine aggregate): 26.1 grams
Total mass of fine material in the sample: 1274.6 grams
Total cumulative mass of coarse aggregate: 906.5 grams
Total cumulative mass of fine aggregate: 1268.9 grams
Percentage of coarse material: 41.7 %
Percentage of fine material: 58.3 %
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:82.3 %
Cumulative percent passing the #4 sieve:58.3 %
Cumulative percent passing the #8 sieve:39.6 %
Cumulative percent passing the #16 sieve:24.3 %
Cumulative percent passing the #30 sieve:15.3 %
Cumulative percent passing the #50 sieve:8.2 %
Cumulative percent passing the #100 sieve:3.2 %
Cumulative percent passing the #200 sieve:1.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/09/2019