Test 2020-10-22-14-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 212496
DEA: 024E4504
EFIS: 0200020286
DIST-CO-RTE-PM02-LAS,MOD-139,299-VAR
Work DescriptionPLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS.
Location DescriptionLASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87
Sample Information
Sample Taken Date10/22/2020 Sample Unique Key14
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 testing10/22/2020
Sample typeVerification A brief description of the sample3/4″ Sized Untreated Virgin Aggregate
The quantity of what the sample constitutesAnnual Source Testing From where was the sample collectedSource
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Laboratory sample identificationD78684A
The fabricator/manufacturer/facility nameShaw Pit Transportation Laboratory (TL) Number853335
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 collectedSized Untreated Aggregate Stockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2020-10-22-14
DIME Test ID: 2020-10-22-14-1
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: 2020-11-13
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: Dennis Hickey
Date of test: 10/26/2020
Total mass of material in the sample: 6807.1 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: 282 grams
Cumulative mass retained on the 1/2 in. sieve: 4640 grams
Cumulative mass retained on the 3/8 in. sieve: 6254 grams
Mass retained on the 1/4 in. sieve: 6594 grams
Cumulative mass retained on the #4 sieve: 6652 grams
Total sample mass passing the #4 sieve: 155.1 grams
Total mass of fine material in the sample: 155.1 grams
Cumulative mass retained on the #8 sieve: 40.4 grams
Cumulative mass retained on the #16 sieve: 50.2 grams
Cumulative mass retained on the #30 sieve: 56.1 grams
Cumulative mass retained on the #50 sieve: 61.7 grams
Cumulative mass retained on the #100 sieve: 68.3 grams
Cumulative mass retained on the #200 sieve: 75.7 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:95.9 %
Cumulative percent passing the 1/2 in. sieve:31.8 %
Cumulative percent passing the 3/8 in. sieve:8.1 %
Cumulative percent passing the 1/4 in. sieve:3.1 %
Cumulative percent passing the #4 sieve:2.3 %
Cumulative percent passing the #8 sieve:1.7 %
Cumulative percent passing the #16 sieve:1.6 %
Cumulative percent passing the #30 sieve:1.5 %
Cumulative percent passing the #50 sieve:1.4 %
Cumulative percent passing the #100 sieve:1.3 %
Cumulative percent passing the #200 sieve:1.18 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/13/2020