Test 2021-11-02-27-2 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Sample Information
Sample Taken Date11/2/2021 Sample Unique Key27
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 testing11/2/2021
Sample typeAcceptance A brief description of the sampleCombined Lime Treated 3/4-inch Type A Aggregate with 22.0% Reclaimed Aggregate
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byClint Last name of sampler or witnessed byRogers
Title of samplerPI Laboratory sample identificationD78971
The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number853086
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-45-0057
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedMathematically Combined
Where the material sample would have been placed if not sampled02 SIS 3 Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-11-02-27
DIME Test ID: 2021-11-02-27-2
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: 2021-11-19
Test Results

What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Calculated
Tester's full name: Darrell Valasek
Date of test: 11/16/2021
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:92 %
Cumulative percent passing the 3/8 in. sieve:70 %
Cumulative percent passing the #4 sieve:49 %
Cumulative percent passing the #8 sieve:35 %
Cumulative percent passing the #16 sieve:24 %
Cumulative percent passing the #30 sieve:17 %
Cumulative percent passing the #50 sieve:12 %
Cumulative percent passing the #100 sieve:9 %
Cumulative percent passing the #200 sieve:6.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/19/2021