Summary for Test 2023-08-29-42-1

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 215753
DEA: 050N72U4
EFIS: 0520000169
Award Date03/01/2021
Closeout DateNot set
Work DescriptionPlease cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description101 freeway in Summerland, CA
QA Service Level1 (Verified on 05/06/2021)

Sample Information

Sample Taken Date08/29/2023 Sample Unique Key42
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 testing08/29/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA Coldfeed
The quantity of what the sample constitutes1500-2250 Tons From where was the sample collectedSupplier
First name of sampler or witnessed byDorell Last name of sampler or witnessed byHarper
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Santa Paula 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)91-19-0046
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedSide to Side Discharge
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number4
Sublot number6 Aggregate Mix Number

Test Details

DIME Sample ID: 2023-08-29-42
DIME Test ID: 2023-08-29-42-1
Testing Lab: CT D05 - Carpinteria Field 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: 2023-09-01

Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Osvaldo Ramos
Date of test: 08/29/2023
Clay Level (Test 1): 5.8
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.7
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5.8
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 64
Sand Equivalent (Test 2): 67
Sand Equivalent (Test 3): 64
Sand Equivalent: 65
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/1/2023