Summary for Test 2024-10-10-31-3

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 995036
DEA: 061E7704
EFIS: 0622000080
DIST-CO-RTE-PM06-KER-204-2.1/4.6
Award Date04/18/2024
Closeout Date05/09/2025
Work DescriptionTRANSPORTATION ART, TRAFFIC STRIPE, IRRIGATION AND PLANTING WORK.
Location DescriptionKERN COUNTY IN BAKERSFIELD FROM BRUNDAGE LANE TO M STREET
QA Service Level1 (Verified on 08/07/2023)

Sample Information

Sample Taken Date10/10/2024 Sample Unique Key31
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 testing10/11/2024
Sample typeAcceptance A brief description of the sampleHMA Type A R 25%
The quantity of what the sample constitutesL1SL2 From where was the sample collectedSource
First name of sampler or witnessed byMike Last name of sampler or witnessed byCozad
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Solari Plant Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-15-0114
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 collectedHMA Plant Cold Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number2 Aggregate Mix Number

Test Details

DIME Sample ID: 2024-10-10-31
DIME Test ID: 2024-10-10-31-3
Testing Lab: CT D06 - Bakersfield 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: 2024-10-11

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 10/11/2024
Clay Level (Test 1): 5
Sand Level (Test 1): 4
Clay Level (Test 2): 5.2
Sand Level (Test 2): 4.1
Clay Level (Test 3): 5
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 80
Sand Equivalent (Test 2): 79
Sand Equivalent (Test 3): 78
Sand Equivalent: 79
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-1E7704_37026_241010_L1SL2_HMAGradation_T11T27T176pdf116.29 KB10/11/20242024-10-10-31-3   Info

Test was verified on 10/11/2024