Test 2020-03-20-18-4 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Sample Information
Sample Taken Date3/20/2020 Sample Unique Key18
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 testing3/23/2020
Sample typeAcceptance A brief description of the sample3/4-inch Type A Aggregate (Untreated, Virgin)
The quantity of what the sample constitutes50000 ton From where was the sample collectedSource
First name of sampler or witnessed byKaren Last name of sampler or witnessed bySpliethof
Title of samplerTET Laboratory sample identificationD78364F
The fabricator/manufacturer/facility nameFawndale Rock Quarry Transportation Laboratory (TL) Number897552
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-45-0017::FAWNDALE ROCK QUARRY
The fabricator's/manufacturer's product name for the sample19-1001.314 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 19-01-XXX1 Lot numberUnknown
Sublot numberUnknown HMA Design ID JMF3513-2020-105
Test Details
DIME Sample ID: 2020-03-20-18
DIME Test ID: 2020-03-20-18-4
Testing Lab: CT D02 - North Region Materials Lab
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: 2020-04-21
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 04/15/2020
Clay Level (Test 1): 6.6
Sand Level (Test 1): 4
Clay Level (Test 2): 6.6
Sand Level (Test 2): 4
Clay Level (Test 3): 6.6
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 61
Sand Equivalent (Test 2): 61
Sand Equivalent (Test 3): 60
Sand Equivalent:61
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/21/2020