Summary for Test 2026-07-07-98-4

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1001176
DEA: 042Q5204
EFIS: 0419000021
DIST-CO-RTE-PM04-SOL-29-0.0/6.0
Award Date07/14/2025
Closeout DateNot set
Work DescriptionHMA PVMT, MOD DRAINAGE, SIGNALS, SIDEWALKS, CURB RAMPS AND LANDSCAPE.
Location DescriptionSOLANO COUNTY IN VALLEJO FROM 0.2 MILE NORTH OF ROUTE 80/ 29 SEPARATION TO NAPA COUNTY LINE
QA Service Level1 (Verified on 08/14/2025)

Sample Information

Sample Taken Date07/07/2026 Sample Unique Key98
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 testing07/08/2026
Sample typeQuality Assurance A brief description of the sample3/4" HMA Type A
The quantity of what the sample constitutes4 boxes HMA, 1 Bag Agg From where was the sample collectedManufacturer
First name of sampler or witnessed byChristian Last name of sampler or witnessed bySousa
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan LHD Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number1
Sublot number8 HMA Mix Number
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2026-07-07-98
DIME Test ID: 2026-07-07-98-4
Testing Lab: CT D04 - Concord 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: 2026-07-23

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Henry Concepcion
Date of test: 07/08/2026
Clay Level (Test 1): 62
Sand Level (Test 1): 39
Clay Level (Test 2): 59
Sand Level (Test 2): 38
Clay Level (Test 3): 60
Sand Level (Test 3): 38
Sand Equivalent (Test 1): 63
Sand Equivalent (Test 2): 65
Sand Equivalent (Test 3): 64
Sand Equivalent: 64
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/23/2026