Summary for Test 2019-04-25-14-7

Test performed: AASHTO T176-08
Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.

Project Information

Project IdentifiersProject ID: 210808
DEA: 020E0904
EFIS: 0200000016
DIST-CO-RTE-PM02-SHA-5-R29.3/R31.1,R45.0/R45.8
Award Date02/03/2016
Closeout Date10/21/2020
Work DescriptionREPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location DescriptionIN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
QA Service Level1 (Verified on 09/23/2015)

Sample Information

Sample Taken Date04/25/2019 Sample Unique Key14
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 testing04/25/2019
Sample typeVerification A brief description of the sample3/4-inch Type A Untreated Virgin Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byJosh Last name of sampler or witnessed byWilliams
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD77853F Linked DIME Sample ID
The fabricator/manufacturer/facility nameShasta Ranch Aggregates Transportation Laboratory (TL) Number001903
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)91-45-0057::SHASTA RANCH AGGREGATES
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleL190276
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 19-09-S1 Lot number0
Sublot number0 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-25-14
DIME Test ID: 2019-04-25-14-7
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: 2019-05-29

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 05/28/2019
Clay Level (Test 1): 5.4
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.4
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.3
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 73
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 72
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/29/2019

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.