Summary for Test 2025-02-08-1-1

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 994443
DEA: 053307C4
EFIS: 0514000028
DIST-CO-RTE-PM05-SLO-41,46-44.5/45.3,54.0/57.8
Award Date02/27/2023
Closeout DateNot set
Work DescriptionWye Segment - Route 41/46 Separation
Location DescriptionNot set
QA Service Level1 (Verified on 12/16/2022)

Sample Information

Sample Taken Date02/08/2025 Sample Unique Key1
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 testing02/08/2025
Sample typeAcceptance A brief description of the sample3/4 inch HMA -A w/RAP
The quantity of what the sample constitutes750 tons From where was the sample collectedManufacturer
First name of sampler or witnessed byCarlos Last name of sampler or witnessed byManzo
Title of samplerSPM QC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSierra Pacific Materials- Avenal Transportation Laboratory (TL) Number250208 L2 SL35 Grad
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)91-10-0006
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 collectedFeed belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number2
Sublot number35 Aggregate Mix NumberL230077A

Test Details

DIME Sample ID: 2025-02-08-1
DIME Test ID: 2025-02-08-1-1
Testing Lab: CT D05 - Whitley Gardens 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: 2025-02-11

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Will Wojdylak
Date of test: 02/10/2025
Clay Level (Test 1): 5.9
Sand Level (Test 1): 4
Clay Level (Test 2): 6
Sand Level (Test 2): 4.2
Clay Level (Test 3): 6.2
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 68
Sand Equivalent (Test 2): 70
Sand Equivalent (Test 3): 65
Sand Equivalent: 68
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/11/2025