Summary for Test 2020-06-11-57-8

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 213887
DEA: 024H2604
EFIS: 0218000100
DIST-CO-RTE-PM02-SIS-97-R11.5/17.1
Award Date03/15/2019
Closeout Date01/04/2021
Work DescriptionCOLD PLANE AC, REPLACE AC SURFACING, PLACE AC, RUMBLE STRIP & STRIPE.
Location DescriptionSISKIYOU COUNTY ABOUT 12 MILES NORTH OF WEED FROM YELLOW BUTTE ROAD TO 0.6 MILE NORTH OF DEER MOUNTAIN ROAD
QA Service Level1 (Verified on 04/03/2019)

Sample Information

Sample Taken Date06/11/2020 Sample Unique Key57
Date that the sample was received by the laboratory/organization performing the testing06/11/2020 Sample typeVerification
A brief description of the sample1/2-inch Type A Untreated Virgin Aggregate The quantity of what the sample constitutesJMF
From where was the sample collectedSource First name of sampler or witnessed byAshton
Last name of sampler or witnessed byErickson Title of samplerRMC QC
Telephone number of sampler Laboratory sample identificationD78473F
Linked DIME Sample ID The fabricator/manufacturer/facility nameTruax Quarry
Transportation Laboratory (TL) Number990768 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)91-47-0037
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 Size1/2 inch
The concrete mix design numberJMF 19-24-S3 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-11-57
DIME Test ID: 2020-06-11-57-8
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: 2020-09-17

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 09/16/2020
Clay Level (Test 1): 4.6
Sand Level (Test 1): 4
Clay Level (Test 2): 4.5
Sand Level (Test 2): 3.8
Clay Level (Test 3): 4.5
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 87
Sand Equivalent (Test 2): 85
Sand Equivalent (Test 3): 83
Sand Equivalent: 85
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/17/2020 ✔