Summary for Test 2020-07-01-41-7

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214685
DEA: 024E46U4
EFIS: 0216000122
DIST-CO-RTE-PM02-LAS-36-6.0/14.6
Award Date05/08/2020
Closeout Date08/14/2023
Work DescriptionREPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location DescriptionLASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date07/01/2020 Sample Unique Key41
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 testing07/02/2020
Sample typeVerification A brief description of the sampleCombined Untreated Virgin 3/4-inch Type A Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byJoe Last name of sampler or witnessed byDelgado
Title of sampler Telephone number of sampler
Laboratory sample identificationD78503F Linked DIME Sample ID
The fabricator/manufacturer/facility nameWard Lake Pit Transportation Laboratory (TL) Number896803
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
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
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 20-08-S2 Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-07-01-41
DIME Test ID: 2020-07-01-41-7
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: 2020-11-16

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 11/03/2020
Clay Level (Test 1): 4.9
Sand Level (Test 1): 4.1
Clay Level (Test 2): 5
Sand Level (Test 2): 4.2
Clay Level (Test 3): 5
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 84
Sand Equivalent (Test 2): 84
Sand Equivalent (Test 3): 84
Sand Equivalent: 84
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/16/2020