Summary for Test 2022-03-17-25-7

Test performed: AASHTO T176-08

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 Key25
Date that the sample was received by the laboratory/organization performing the testing03/21/2022 Sample typeVerification
A brief description of the sampleCombined Untreated 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 identificationD79009F
Linked DIME Sample ID2022-03-17-22, 2022-03-17-23, 2022-03-17-24 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
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)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 collectedLab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 22-01-S01 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-03-17-25
DIME Test ID: 2022-03-17-25-7
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2022-05-12

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Jordan Wimer
Date of test: 04/01/2022
Clay Level (Test 1): 6.5
Sand Level (Test 1): 4
Clay Level (Test 2): 6.4
Sand Level (Test 2): 4
Clay Level (Test 3): 6.8
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 62
Sand Equivalent (Test 2): 63
Sand Equivalent (Test 3): 58
Sand Equivalent: 61
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/12/2022