Summary for Test 2019-04-02-24-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 213912
DEA: 033H71U4
EFIS: 0319000051
DIST-CO-RTE-PM03-BUT-70-8.8/12.1
Award Date05/09/2019
Closeout Date09/23/2021
Work DescriptionWIDEN RDWY, RDWY EX, HMA & MODIFY ELECT SYSTEM.
Location DescriptionBUTTE COUNTY NEAR OROVILLE FROM 0.1 MILE SOUTH OF PALERMO ROAD TO 0.6 MILE NORTH OF OPHIR ROAD
QA Service Level1 (Verified on 02/21/2019)

Sample Information

Sample Taken Date04/02/2019 Sample Unique Key24
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 testing04/10/2019
Sample typeQuality Control A brief description of the sampleQC for Assembling JMF
The quantity of what the sample constitutes500 tons From where was the sample collectedSource
First name of sampler or witnessed byJon Last name of sampler or witnessed byBlumer
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Materials Hallwood Transportation Laboratory (TL) Number
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)91-58-0006::HALLWOOD PLANT
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 collectedHMA Plant Cold Feed
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Sizefine
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-02-24
DIME Test ID: 2019-04-02-24-2
Testing Lab: Teichert Materials - Sacramento
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: 2019-06-05

Test Results


How many times will the test be run?: 3 Times
Input Type: Calculated
Tester's full name: Eric Gifford
Date of test: 04/02/2019
Sand Equivalent (Test 1): 72
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 76
Sand Equivalent: 74
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/5/2019