Summary for Test 2023-01-23-23-2

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 Date01/23/2023 Sample Unique Key23
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 testing01/24/2023
Sample typeQuality Assurance A brief description of the sampleAsphalt Aggregates
The quantity of what the sample constitutes400 tons From where was the sample collectedFabricator
First name of sampler or witnessed byTom Last name of sampler or witnessed byCromwell
Title of sampler Telephone number of sampler8056991626
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 collectedbelt an chute
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number3
Sublot number12 Aggregate Mix NumberJMF 13762

Test Details

DIME Sample ID: 2023-01-23-23
DIME Test ID: 2023-01-23-23-2
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: 2023-02-21

Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Tom Cromwell
Date of test: 01/24/2023
Clay Level (Test 1): 5.9
Sand Level (Test 1): 4.4
Clay Level (Test 2): 6.1
Sand Level (Test 2): 4.4
Clay Level (Test 3): 5.9
Sand Level (Test 3): 4.4
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 75
Sand Equivalent: 75
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/21/2023