Summary for Test 2026-08-22-20-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 995520
DEA: 041Y7004
EFIS: 0423000016
DIST-CO-RTE-PM04-CC,SOL-80-13.8/14.1,0.0/0.4
Award DateNot set
Closeout DateNot set
Work DescriptionAL ZAMPA BRIDGE DECK REHABILITATION REPLACE TOP COURSE
Location DescriptionCONTRA COSTA AND SOLANO COUNTIES AT CROCKETT AND IN VALLEJO FROM UNION PACIFIC RAILROAD OVERHEAD TO 0.8 MILE SOUTH OF ROUTE 80/29 SEPARATION
QA Service Level1 (Verified on 12/06/2023)

Sample Information

Sample Taken Date08/22/2026 Sample Unique Key20
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing08/22/2026
Sample typeQuality Assurance A brief description of the sample3/8 HMA-A
The quantity of what the sample constitutes80 tons From where was the sample collectedSource
First name of sampler or witnessed byCasey Last name of sampler or witnessed byFarrington
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartin Marrieta 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)Plant
The fabricator's/manufacturer's product name for the sampleMartin Marrieta 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 Size3/4 inch
The concrete mix design number Lot number1
Sublot number1 Aggregate Mix Number

Test Details

DIME Sample ID: 2026-08-22-20
DIME Test ID: 2026-08-22-20-6
Testing Lab: CT D04 - Richmond 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: 2026-09-01

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Casey Farrington
Date of test: 08/22/2026
Clay Level (Test 1): 4.7
Sand Level (Test 1): 4
Clay Level (Test 2): 4.8
Sand Level (Test 2): 4.2
Clay Level (Test 3): 4.7
Sand Level (Test 3): 4.3
Sand Equivalent (Test 1): 86
Sand Equivalent (Test 2): 88
Sand Equivalent (Test 3): 92
Sand Equivalent: 89
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/1/2026