Test 2020-06-18-40-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214571
DEA: 020J1104
EFIS: 0219000062
DIST-CO-RTE-PM02-PLU-70-33.1/42.1
Work DescriptionPLACE HMA & SHOULDER BACKING, & REMOVE & REPLACE PAVEMENT DELINEATION.
Location DescriptionPLUMAS COUNTY AT AND NEAR KEDDIE FROM INDIAN CREEK BRIDGE TO 0.3 MILE WEST OF SPANISH CREEK BRIDGE NO. 09-0018
Sample Information
Sample Taken Date6/18/2020 Sample Unique Key40
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 testing6/18/2020
Sample typeVerification A brief description of the sample3/4-inch Treated Virgin Type A Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byPEI Last name of sampler or witnessed byJoe
Title of sampler Laboratory sample identificationD78487A
The fabricator/manufacturer/facility nameSierra Cascade Aggregate and Asphalt Products Transportation Laboratory (TL) Number734737
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)91-32-0002
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 20-07-S2 Lot number
Sublot number JMF Verification ID JMF3513-2020-207
Test Details
DIME Sample ID: 2020-06-18-40
DIME Test ID: 2020-06-18-40-1
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: 2020-10-02
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: Karen Spliethof
Date of test: 06/19/2020
Total mass of material in the sample: 6004 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: 205 grams
Cumulative mass retained on the 1/2 in. sieve: 1480 grams
Cumulative mass retained on the 3/8 in. sieve: 2040 grams
Mass retained on the 1/4 in. sieve: 2720 grams
Cumulative mass retained on the #4 sieve: 3165 grams
Total sample mass passing the #4 sieve: 2839 grams
Total mass of fine material in the sample: 508.2 grams
Cumulative mass retained on the #8 sieve: 183.7 grams
Cumulative mass retained on the #16 sieve: 290.8 grams
Cumulative mass retained on the #30 sieve: 353.7 grams
Cumulative mass retained on the #50 sieve: 396.7 grams
Cumulative mass retained on the #100 sieve: 429.3 grams
Cumulative mass retained on the #200 sieve: 449.8 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:96.6 %
Cumulative percent passing the 1/2 in. sieve:75.3 %
Cumulative percent passing the 3/8 in. sieve:66 %
Cumulative percent passing the 1/4 in. sieve:54.7 %
Cumulative percent passing the #4 sieve:47.3 %
Cumulative percent passing the #8 sieve:30.2 %
Cumulative percent passing the #16 sieve:20.2 %
Cumulative percent passing the #30 sieve:14.4 %
Cumulative percent passing the #50 sieve:10.4 %
Cumulative percent passing the #100 sieve:7.3 %
Cumulative percent passing the #200 sieve:5.44 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/02/2020