Summary for Test 2023-04-30-10-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 993235
DEA: 051H4504
EFIS: 0516000075
DIST-CO-RTE-PM05-SB-154-R31.8/R32.1
Award Date11/22/2021
Closeout DateNot set
Work DescriptionCONSTRUCT CIDH CONCRETE PILES AND STRUCTURAL CONCRETE BRIDGE.
Location DescriptionSANTA BARBARA COUNTY IN AND NEAR SANTA BARBARA FROM PRIMAVERA ROAD UNDERCROSSING TO LA COLINA ROAD UNDERCROSSING
QA Service Level1 (Verified on 10/06/2021)

Sample Information

Sample Taken Date04/30/2023 Sample Unique Key10
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 testing05/01/2023
Sample typeQuality Assurance A brief description of the sampleRHMA-SP
The quantity of what the sample constitutes0-750 Tons From where was the sample collectedSupplier
First name of sampler or witnessed byThomas Last name of sampler or witnessed byCromwell
Title of sampler Telephone number of sampler8057465506
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Saticoy 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)91-19-0020
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 collectedAutomatic Diverter
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number1
Sublot number2 Aggregate Mix Number326123

Test Details

DIME Sample ID: 2023-04-30-10
DIME Test ID: 2023-04-30-10-2
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: 2023-08-17

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Dorell Harper
Date of test: 05/01/2023
Clay Level (Test 1): 5.4
Sand Level (Test 1): 4.1
Clay Level (Test 2): 5.3
Sand Level (Test 2): 4.1
Clay Level (Test 3): 5.2
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 76
Sand Equivalent (Test 2): 78
Sand Equivalent (Test 3): 77
Sand Equivalent: 77
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/17/2023