Summary for Test 2025-07-17-114-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1001060
DEA: 112N2344
EFIS: 1124000192
DIST-CO-RTE-PM11-SD-15-0.4/T2.8
Award Date05/20/2025
Closeout DateNot set
Work DescriptionCOLD PLANE AC, RHMA-G OVERLAY, PAVEMENT MARKING AND SHOULDER BACKING.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO FROM MAIN STREET UNDERCROSSING TO 0.6 MILE NORTH OF ROUTE 15/94 SEPARATION
QA Service Level1 (Verified on 05/30/2025)

Sample Information

Sample Taken Date07/17/2025 Sample Unique Key114
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 testing07/18/2025
Sample typePer Request A brief description of the samplePlant Sample
The quantity of what the sample constitutes1 bag From where was the sample collectedSupplier
First name of sampler or witnessed byGerardo Last name of sampler or witnessed byCordero
Title of samplerTET Telephone number of sampler6199366795
Laboratory sample identification25-07-17-114-A Linked DIME Sample ID2025-07-17-113
The fabricator/manufacturer/facility nameVulcan Otay 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)N/A
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 collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number326122 Otay SJR

Test Details

DIME Sample ID: 2025-07-17-114
DIME Test ID: 2025-07-17-114-2
Testing Lab: CT D11 - District 11 Materials 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: 2025-08-19

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 08/18/2025
Clay Level (Test 1): 5.4
Sand Level (Test 1): 4
Clay Level (Test 2): 5.9
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.6
Sand Level (Test 3): 4.3
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 67
Sand Equivalent (Test 3): 77
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters): Complies

Test was verified on 8/19/2025