Test 2021-04-27-28-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214511
DEA: 010E0004
EFIS: 0113000091
DIST-CO-RTE-PM01-HUM-101-84.4/84.8
Work DescriptionBRIDGE RAIL REPLACEMENT.
Location DescriptionHUMBOLDT COUNTY NEAR ARCATA FROM JACOBY CREEK BRIDGE TO GANNON SLOUGH BRIDGE
Sample Information
Sample Taken Date4/27/2021 Sample Unique Key28
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 testing5/25/2021
Sample typeDispute Resolution A brief description of the sample1/2" HMA NO RAP
The quantity of what the sample constitutes_ From where was the sample collectedManufacturer
First name of sampler or witnessed by_ Last name of sampler or witnessed by_
Title of sampler Laboratory sample identification21-JMF-0102
The fabricator/manufacturer/facility nameMercer Fraser - Fortuna Transportation Laboratory (TL) Number
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)91-12-0002
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 collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-04-27-28
DIME Test ID: 2021-04-27-28-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-06-07
Test Results

What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 05/28/2021
Total mass of material in the sample: 3001 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: 109.5 grams
Cumulative mass retained on the 3/8 in. sieve: 560.6 grams
Cumulative mass retained on the #4 sieve: 1246.1 grams
Total sample mass passing the #4 sieve: 1754.2 grams
Total mass of fine material in the sample: 879.8 grams
Cumulative mass retained on the #8 sieve: 271.2 grams
Cumulative mass retained on the #16 sieve: 421.3 grams
Cumulative mass retained on the #30 sieve: 539.9 grams
Cumulative mass retained on the #50 sieve: 648.8 grams
Cumulative mass retained on the #100 sieve: 750.3 grams
Cumulative mass retained on the #200 sieve: 812 grams
Cumulative percent passing the 1 1/2 in. sieve:0 %
Cumulative percent passing the 1 in. sieve:0 %
Cumulative percent passing the 3/4 in. sieve:0 %
Cumulative percent passing the 1/2 in. sieve:96.4 %
Cumulative percent passing the 3/8 in. sieve:81.3 %
Cumulative percent passing the #4 sieve:58.5 %
Cumulative percent passing the #8 sieve:40.5 %
Cumulative percent passing the #16 sieve:30.5 %
Cumulative percent passing the #30 sieve:22.6 %
Cumulative percent passing the #50 sieve:15.4 %
Cumulative percent passing the #100 sieve:8.6 %
Cumulative percent passing the #200 sieve:4.51 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/07/2021