Summary for Test 2025-09-22-41-8

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1000852
DEA: 112N1974
EFIS: 1123000094
DIST-CO-RTE-PM11-IMP-111-23.5/32.1
Award Date04/16/2025
Closeout DateNot set
Work DescriptionCOLD PLANE, HMA-A, RHMA-G, MICROSURFACING, & PAVEMENT MARKINGS.
Location DescriptionIMPERIAL COUNTY NEAR BRAWLEY AND CALIPATRIA AT VARIOUS LOCATIONS FROM 0.2 MILE SOUTH OF ROUTE 78 TO 0.4 MILE SOUTH OF ROUTE 115
QA Service Level1 (Verified on 05/02/2025)

Sample Information

Sample Taken Date09/22/2025 Sample Unique Key41
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 testing09/25/2025
Sample typeVerification A brief description of the sampleJMFR
The quantity of what the sample constitutes5 bags From where was the sample collectedSupplier
First name of sampler or witnessed byMohammed Last name of sampler or witnessed byMasud
Title of samplerTET Telephone number of sampler6199021073
Laboratory sample identification25-09-22-41-JMFR Linked DIME Sample ID2025-09-22-40
The fabricator/manufacturer/facility nameAPI Gateway 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)91-13-0057
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 Number39 API Val

Test Details

DIME Sample ID: 2025-09-22-41
DIME Test ID: 2025-09-22-41-8
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: 2025-10-10

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 10/09/2025
Clay Level (Test 1): 5.4
Sand Level (Test 1): 4.6
Clay Level (Test 2): 5.2
Sand Level (Test 2): 4.4
Clay Level (Test 3): 5
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 86
Sand Equivalent (Test 2): 85
Sand Equivalent (Test 3): 84
Sand Equivalent: 85
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/10/2025