Summary for Test 2019-05-13-11-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 212753
DEA: 020H7604
EFIS: 0215000086
DIST-CO-RTE-PM02-LAS,PLU-VAR-VAR
Award Date03/28/2019
Closeout Date09/02/2020
Work DescriptionFULL DEPTH RECLAMATION AND DRAINAGE REHABILITATION
Location DescriptionLASSEN AND PLUMAS COUNTIES AT AND NEAR CHILCOOT FROM 0.9 MILE WEST OF SUMMIT SCHOOL DRIVE TO 0.7 MILE EAST OF ROUTE 395
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date05/13/2019 Sample Unique Key11
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 testing05/14/2019
Sample typeVerification A brief description of the sampleUntreated Virgin 3/4-inch Type A Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byCurry
Title of sampler Telephone number of sampler
Laboratory sample identificationD77885F Linked DIME Sample ID
The fabricator/manufacturer/facility nameWard Lake Plant Transportation Laboratory (TL) Number001353
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-18-0008::WARD LAKE PIT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sample19-1278.106
The plant numberUnknown 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 sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 19-10-S1 Lot number0
Sublot number0 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-05-13-11
DIME Test ID: 2019-05-13-11-6
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: 2019-06-24

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/21/2019
Clay Level (Test 1): 5.1
Sand Level (Test 1): 4.1
Clay Level (Test 2): 5
Sand Level (Test 2): 4
Clay Level (Test 3): 5.1
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 81
Sand Equivalent (Test 2): 80
Sand Equivalent (Test 3): 81
Sand Equivalent: 81
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/24/2019