Test 2021-05-06-26-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214874
DEA: 022H0504
EFIS: 0216000093
DIST-CO-RTE-PM02-TRI-36-R34.8/R35.4
Work DescriptionREALIGN ROADWAY, DRAINAGE, GUARDRAIL, AND EROSION CONTROL.
Location DescriptionTRINITY COUNTY ABOUT 15 MILES WEST OF PLATINA FROM 3.6 MILES TO 2.9 MILES WEST OF HAYFORK CREEK BRIDGE.
Sample Information
Sample Taken Date5/6/2021 Sample Unique Key26
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 testing5/6/2021
Sample typeAcceptance A brief description of the sampleTreated Virgin 3/4-inch Type A Aggregate
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Laboratory sample identificationD78792A
The fabricator/manufacturer/facility nameKnife River Construction - Orland Plant Transportation Laboratory (TL) Number768790
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)91-11-0007
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 20-02-P03 Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-05-06-26
DIME Test ID: 2021-05-06-26-1
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: 2021-07-02
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 Rios Dorado
Date of test: 05/07/2021
Total mass of material in the sample: 6640 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: 191 grams
Cumulative mass retained on the 1/2 in. sieve: 1578 grams
Cumulative mass retained on the 3/8 in. sieve: 2386 grams
Mass retained on the 1/4 in. sieve: 3336 grams
Cumulative mass retained on the #4 sieve: 3814 grams
Total sample mass passing the #4 sieve: 2826 grams
Total mass of fine material in the sample: 509.4 grams
Cumulative mass retained on the #8 sieve: 191.6 grams
Cumulative mass retained on the #16 sieve: 305.5 grams
Cumulative mass retained on the #30 sieve: 374.9 grams
Cumulative mass retained on the #50 sieve: 422.5 grams
Cumulative mass retained on the #100 sieve: 458.7 grams
Cumulative mass retained on the #200 sieve: 478.8 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:97.1 %
Cumulative percent passing the 1/2 in. sieve:76.2 %
Cumulative percent passing the 3/8 in. sieve:64.1 %
Cumulative percent passing the 1/4 in. sieve:49.8 %
Cumulative percent passing the #4 sieve:42.6 %
Cumulative percent passing the #8 sieve:26.6 %
Cumulative percent passing the #16 sieve:17.1 %
Cumulative percent passing the #30 sieve:11.2 %
Cumulative percent passing the #50 sieve:7.3 %
Cumulative percent passing the #100 sieve:4.2 %
Cumulative percent passing the #200 sieve:2.56 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/02/2021