Summary for Test 2022-03-17-22-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/17/2022 Sample Unique Key22
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 testing03/21/2022
Sample typeAnnual Source Testing A brief description of the sample3 bags of Untreated 5/8″ Sized Virgin Aggregate for use in 3/4-inch Type A HMA
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD79009A Linked DIME Sample ID2022-03-17-25
The fabricator/manufacturer/facility nameTullis – Northstate Asphalt (Redding, CA) Transportation Laboratory (TL) Number708110
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)91-45-0057::Shasta Ranch Aggregates
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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-03-17-22
DIME Test ID: 2022-03-17-22-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-04-18

Test Results


What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 03/22/2022
Total mass of material in the sample: 5291.5 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 24 grams
Cumulative mass retained on the 3/4 in. sieve: 24 grams
Cumulative mass retained on the 1/2 in. sieve: 1200 grams
Cumulative mass retained on the 3/8 in. sieve: 3910 grams
Cumulative mass retained on the 1/4 in. sieve: 5130 grams
Cumulative mass retained on the #4 sieve: 5171 grams
Cumulative mass retained on the #8 sieve: 32.8 grams
Cumulative mass retained on the #16 sieve: 46.7 grams
Cumulative mass retained on the #30 sieve: 54.9 grams
Cumulative mass retained on the #50 sieve: 62.9 grams
Cumulative mass retained on the #100 sieve: 71.8 grams
Cumulative mass retained on the #200 sieve: 80.5 grams
Cumulative mass retained on the pan: no data
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 99.5 %
Cumulative percent passing the 3/4 in. sieve: 99.5 %
Cumulative percent passing the 1/2 in. sieve: 77.3 %
Cumulative percent passing the 3/8 in. sieve: 26.1 %
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: 1.4 %
Cumulative percent passing the #30 sieve: 1.3 %
Cumulative percent passing the #50 sieve: 1.1 %
Cumulative percent passing the #100 sieve: 0.9 %
Cumulative percent passing the #200 sieve: 0.76 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/18/2022