Test 2020-05-21-36-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214725
DEA: 020J1304
EFIS: 0219000064
DIST-CO-RTE-PM02-LAS-139-43.0/53.0
Work DescriptionCOLD IN-PLACE RECYCLING AND PLACE HMA (TYPE A).
Location DescriptionLASSEN COUNTY ABOUT 42 MILES NORTH OF SUSANVILLE FROM 3.8 MILES NORTH OF SLATE CREEK TO 4.7 MILES SOUTH OF WILLOW CREEK RANCH ROAD
Sample Information
Sample Taken Date5/21/2020 Sample Unique Key36
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 testing5/22/2020
Sample typeVerification A brief description of the sampleCombined 1/2-inch Type A Treated Virgin Aggregate
The quantity of what the sample constitutesJMF Verification Renewal From where was the sample collectedManufacturer
First name of sampler or witnessed byJimmy Last name of sampler or witnessed byMontana
Title of sampler Laboratory sample identificationD78438A
The fabricator/manufacturer/facility nameShaw Pit Facility Transportation Laboratory (TL) Number733196
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)91-25-0008
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 Size1/2 inch
The concrete mix design numberJMF19-05-R1 Lot number
Sublot number JMF Verification ID JMF3513-2020-158
Test Details
DIME Sample ID: 2020-05-21-36
DIME Test ID: 2020-05-21-36-1
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: 2020-07-13
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: T.McCormick and K.Spliethof
Date of test: 05/23/2020
Total mass of material in the sample: 9199.5 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: 348 grams
Cumulative mass retained on the 3/8 in. sieve: 1787 grams
Mass retained on the 1/4 in. sieve: 3334 grams
Cumulative mass retained on the #4 sieve: 4408 grams
Total sample mass passing the #4 sieve: 4791.5 grams
Total mass of fine material in the sample: 511.4 grams
Cumulative mass retained on the #8 sieve: 199.1 grams
Cumulative mass retained on the #16 sieve: 323.1 grams
Cumulative mass retained on the #30 sieve: 396.4 grams
Cumulative mass retained on the #50 sieve: 437.5 grams
Cumulative mass retained on the #100 sieve: 457.9 grams
Cumulative mass retained on the #200 sieve: 467.6 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:96.2 %
Cumulative percent passing the 3/8 in. sieve:80.6 %
Cumulative percent passing the 1/4 in. sieve:63.8 %
Cumulative percent passing the #4 sieve:52.1 %
Cumulative percent passing the #8 sieve:31.8 %
Cumulative percent passing the #16 sieve:19.2 %
Cumulative percent passing the #30 sieve:11.7 %
Cumulative percent passing the #50 sieve:7.5 %
Cumulative percent passing the #100 sieve:5.5 %
Cumulative percent passing the #200 sieve:4.46 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/13/2020