Summary for Test 2024-11-27-24-7

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date11/27/2024 Sample Unique Key24
Date that the sample was received by the laboratory/organization performing the testing03/17/2025 Sample typeVerification
A brief description of the sampleJMF PP 1/2" HMA-A-SP R22 The quantity of what the sample constitutes4 bags of comb agg, 1 bag of RAP
From where was the sample collectedManufacturer First name of sampler or witnessed byVulcan
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0165A-25
Linked DIME Sample ID The fabricator/manufacturer/facility nameValero, Vulcan, A&A
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)91-37-0035
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 Cut at Vulcan Otay
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number320200 R22 OTAY VAL Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-11-27-24
DIME Test ID: 2024-11-27-24-7
Testing Lab: CT D08 - Fontana Southern Regional 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: 2025-04-16

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Robert Guillen
Date of test: 03/19/2025
Clay Level (Test 1): 6.2
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.8
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5.4
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 62
Sand Equivalent (Test 2): 66
Sand Equivalent (Test 3): 67
Sand Equivalent: 65
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/16/2025