Test 2021-05-24-55-1 (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 Date5/24/2021 Sample Unique Key55
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 testing5/24/2021
Sample typeVerification A brief description of the sampleTreated 3/4-inch Type A Virgin Aggregate
The quantity of what the sample constitutesVerification of JMF 21-04-S01 From where was the sample collectedManufacturer
First name of sampler or witnessed byDevin Last name of sampler or witnessed byOwens
Title of sampler Laboratory sample identificationD78807A
The fabricator/manufacturer/facility nameTullis - Nortstate Asphalt, Redding, CA Transportation Laboratory (TL) Number897294
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 collectedCold Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 21-04-S01 Lot number
Sublot number JMF Verification ID JMF3513-2021-64, JMF3513-2021-70
Test Details
DIME Sample ID: 2021-05-24-55
DIME Test ID: 2021-05-24-55-1
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: 2021-08-03
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: C. Sweeny and T. McCormick
Date of test: 05/27/2021
Total mass of material in the sample: 4049.8 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: 455 grams
Cumulative mass retained on the 3/8 in. sieve: 1434 grams
Mass retained on the 1/4 in. sieve: 2331 grams
Cumulative mass retained on the #4 sieve: 2635 grams
Total sample mass passing the #4 sieve: 1414.8 grams
Total mass of fine material in the sample: 508.2 grams
Cumulative mass retained on the #8 sieve: 184.4 grams
Cumulative mass retained on the #16 sieve: 288.7 grams
Cumulative mass retained on the #30 sieve: 354.2 grams
Cumulative mass retained on the #50 sieve: 398.6 grams
Cumulative mass retained on the #100 sieve: 427.6 grams
Cumulative mass retained on the #200 sieve: 445.8 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:88.8 %
Cumulative percent passing the 3/8 in. sieve:64.6 %
Cumulative percent passing the 1/4 in. sieve:42.4 %
Cumulative percent passing the #4 sieve:34.9 %
Cumulative percent passing the #8 sieve:22.2 %
Cumulative percent passing the #16 sieve:15.1 %
Cumulative percent passing the #30 sieve:10.6 %
Cumulative percent passing the #50 sieve:7.5 %
Cumulative percent passing the #100 sieve:5.5 %
Cumulative percent passing the #200 sieve:4.29 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/03/2021