Test 2021-06-02-6-2 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 215245
DEA: 021J4504
EFIS: 0220000080
DIST-CO-RTE-PM02-SIS-89-14.0/19.0
Work DescriptionPLACE HMA (TYPE A).
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE
Sample Information
Sample Taken Date6/2/2021 Sample Unique Key6
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 testing6/2/2021
Sample typeAcceptance A brief description of the sampleTreated Virgin 3/8-inch Type A Aggregate
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byRandy Last name of sampler or witnessed by.
Title of samplerCGI Laboratory sample identificationD78819A
The fabricator/manufacturer/facility nameJF Shea Construction, Fawndale Rock and Asphalt, Redding, CA Transportation Laboratory (TL) Number858980
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)91-45-0017
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 collectedSampling device at plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-06-02-6
DIME Test ID: 2021-06-02-6-2
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: 2021-08-23
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: Measured
Tester's full name: Rios Dorado, Sweeny, and TM
Date of test: 08/23/2021
Total mass of material in the sample: 1925.8 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: 0 grams
Cumulative mass retained on the 3/8 in. sieve: 70 grams
Mass retained on the 1/4 in. sieve: 502 grams
Cumulative mass retained on the #4 sieve: 749 grams
Total sample mass passing the #4 sieve: 1176.8 grams
Total mass of fine material in the sample: 519.6 grams
Cumulative mass retained on the #8 sieve: 222.3 grams
Cumulative mass retained on the #16 sieve: 340.7 grams
Cumulative mass retained on the #30 sieve: 403 grams
Cumulative mass retained on the #50 sieve: 438.1 grams
Cumulative mass retained on the #100 sieve: 460.7 grams
Cumulative mass retained on the #200 sieve: 473.9 grams
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:100 %
Cumulative percent passing the 3/8 in. sieve:96.4 %
Cumulative percent passing the 1/4 in. sieve:73.9 %
Cumulative percent passing the #4 sieve:61.1 %
Cumulative percent passing the #8 sieve:35 %
Cumulative percent passing the #16 sieve:21 %
Cumulative percent passing the #30 sieve:13.7 %
Cumulative percent passing the #50 sieve:9.6 %
Cumulative percent passing the #100 sieve:6.9 %
Cumulative percent passing the #200 sieve:5.37 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/23/2021