Summary for Test 2026-10-07-62-1

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1002614
DEA: 081K6304
EFIS: 0819000083
DIST-CO-RTE-PM08-SBD-18-T6.0/9.1
Award Date05/15/2025
Closeout DateNot set
Work DescriptionCONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY IN SAN BERNARDINO FROM 29TH STREET TO 0.2 MILE SOUTH OF OLD WATERMAN CANYON ROAD.
Location DescriptionSAN BERNARDINO COUNTY IN THE CITY OF SAN BERNARDINO ON WATERMAN AVE
QA Service Level1 (Verified on 09/04/2026)

Sample Information

Sample Taken Date10/07/2026 Sample Unique Key62
Date that the sample was received by the laboratory/organization performing the testing10/07/2026 Sample typeAcceptance
A brief description of the sampleHMA-A SP 3/4" The quantity of what the sample constitutes347.46 Tons @ 10:20am
From where was the sample collectedManufacturer First name of sampler or witnessed byIdris
Last name of sampler or witnessed byNajjar Title of sampler
Telephone number of sampler Laboratory sample identification0588A-26
Linked DIME Sample ID2026-10-07-61 The fabricator/manufacturer/facility nameMatich Corporation — Rialto Drum 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)91-36-0040
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 Matich Corporation Rialto Drum Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number6A34SR20 1

Test Details

DIME Sample ID: 2026-10-07-62
DIME Test ID: 2026-10-07-62-1
Testing Lab: CT D08 - Fontana Field Testing 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: 2026-10-20

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Gabriel Ramirez
Date of test: 10/13/2026
Clay Level (Test 1): 5.8
Sand Level (Test 1): 4
Clay Level (Test 2): 5.8
Sand Level (Test 2): 4.2
Clay Level (Test 3): 5.6
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 69
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 72
Sand Equivalent: 72
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/20/2026 ✔