Test 2021-07-22-32-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 215483
DEA: 022J0004
EFIS: 0221000017
DIST-CO-RTE-PM02-PLU-49-0.0/7.5
Work DescriptionPLACE HOT MIX ASPHALT (TYPE A).
Location DescriptionPLUMAS COUNTY AT AND NEAR VINTON FROM SIERRA COUNTY LINE TO ROUTE 70
Sample Information
Sample Taken Date7/22/2021 Sample Unique Key32
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 testing7/23/2021
Sample typeAcceptance A brief description of the samplePSE 3/4 Cold Feed
The quantity of what the sample constitutesPSE From where was the sample collectedManufacturer
First name of sampler or witnessed byErik Last name of sampler or witnessed byBenson
Title of sampler Laboratory sample identificationD78910
The fabricator/manufacturer/facility nameWestern NV Materials, Spanish Springs Transportation Laboratory (TL) Number996941
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)Spanish Springs
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedSampler at drum
Where the material sample would have been placed if not sampled02 PLU 49 Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-07-22-32
DIME Test ID: 2021-07-22-32-1
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: 2021-08-09
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 Dorado
Date of test: 07/26/2021
Total mass of material in the sample: 6702.1 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: 26 grams
Cumulative mass retained on the 1/2 in. sieve: 822 grams
Cumulative mass retained on the 3/8 in. sieve: 1615 grams
Mass retained on the 1/4 in. sieve: 2803 grams
Cumulative mass retained on the #4 sieve: 3387 grams
Total sample mass passing the #4 sieve: 3325 grams
Total mass of fine material in the sample: 501.8 grams
Cumulative mass retained on the #8 sieve: 178.4 grams
Cumulative mass retained on the #16 sieve: 290 grams
Cumulative mass retained on the #30 sieve: 358.7 grams
Cumulative mass retained on the #50 sieve: 409.9 grams
Cumulative mass retained on the #100 sieve: 450.5 grams
Cumulative mass retained on the #200 sieve: 471 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:99.6 %
Cumulative percent passing the 1/2 in. sieve:87.7 %
Cumulative percent passing the 3/8 in. sieve:75.9 %
Cumulative percent passing the 1/4 in. sieve:58.2 %
Cumulative percent passing the #4 sieve:49.5 %
Cumulative percent passing the #8 sieve:31.9 %
Cumulative percent passing the #16 sieve:20.9 %
Cumulative percent passing the #30 sieve:14.1 %
Cumulative percent passing the #50 sieve:9.1 %
Cumulative percent passing the #100 sieve:5.1 %
Cumulative percent passing the #200 sieve:3.04 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/09/2021