Test 2018-10-05-20-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 213134
DEA: 024F77U4
EFIS: 0217000022
DIST-CO-RTE-PM02-MOD-299-23.1/23.6, 24.5/33.5
Work DescriptionBRIDGE REPLACE, ROADWAY REHAB/FULL DEPTH RECLAMATION-CEMENT + HMA
Location DescriptionMODOC COUNTY ABOUT 6 MILES WEST OF ALTURAS FROM 0.3 MILE WEST TO 0.3 MILE EAST OF CALDWELL CREEK BRIDGE AND 1.1 MILES EAST OF CALDWELL CREEK BRIDGE TO 1.7 MILES WEST OF COUNTY ROAD 75
Sample Information
Sample Taken Date10/5/2018 Sample Unique Key20
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 testing10/8/2018
Sample typeVerification A brief description of the sampleCombined Virgin Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byEmilio Last name of sampler or witnessed byChavez
Title of samplerUnknown Laboratory sample identificationD77657
The fabricator/manufacturer/facility nameHat Creek - Shaw Pit Facility Transportation Laboratory (TL) Number852918
Inspector Lot Number from the Transportation Laboratory (TL) FormJMF 18-18-S4 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-25-0008::SHAW PIT
The fabricator's/manufacturer's product name for the sample18-1278.96-LAS 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 18-18-S4 Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3513-2018-41
Test Details
DIME Sample ID: 2018-10-05-20
DIME Test ID: 2018-10-05-20-1
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: 2018-10-25
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: NRML-R
Date of test: 10/09/2018
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:97.5 %
Cumulative percent passing the 1/2 in. sieve:76.1 %
Cumulative percent passing the 3/8 in. sieve:64.2 %
Cumulative percent passing the 1/4 in. sieve:51 %
Cumulative percent passing the #4 sieve:42.7 %
Cumulative percent passing the #8 sieve:26.2 %
Cumulative percent passing the #16 sieve:16.5 %
Cumulative percent passing the #30 sieve:11 %
Cumulative percent passing the #50 sieve:8 %
Cumulative percent passing the #100 sieve:6.2 %
Cumulative percent passing the #200 sieve:4.98 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/25/2018