Summary for Test 2026-06-14-9-5

Test performed: AASHTO T166-25

Project Information

Project IdentifiersProject ID: 1001683
DEA: 040AA194
EFIS: 0419000450
DIST-CO-RTE-PM04-CC-4-R29.0/R44.4
Award Date01/09/2026
Closeout DateNot set
Work DescriptionCOLD PLANE AC PVMT, RHMA-G & HMA OVERLAY, REPLACE AC SURF, & MGS.
Location DescriptionCONTRA COSTA COUNTY IN ANTIOCH AND AT BYRON FROM HILLCREST AVENUE OVERCROSSING TO BYRON HIGHWAY
QA Service Level1 (Verified on 10/06/2025)

Sample Information

Sample Taken Date06/14/2026 Sample Unique Key9
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 testing06/15/2026
Sample typeQuality Assurance A brief description of the sample1/2" RWMA-G
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byHenry Last name of sampler or witnessed byConcepcion
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Vernalis 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 TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number
Sublot number HMA Mix Number
Binder content (%)7.4 Virgin binder PG PG 64-16
Design binder PG PG 64-16 Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2026-06-14-9
DIME Test ID: 2026-06-14-9-5
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: AASHTO T166-25: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Test Release Date: 2026-07-09

Test Results


Number of tests: 3
Input Type: Calculated
Tester's full name: Anthony Valdez
Date of test: 06/15/2026
Bulk Specific Gravity 1: 2.257
Bulk Specific Gravity 2: 2.060
Bulk Specific Gravity 3: 2.203
Percent of water absorbed by volume 1: 93.40 %
Percent of water absorbed by volume 2: 103.00 %
Percent of water absorbed by volume 3: 91.20 %
Average Bulk Specific Gravity: 2.173
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/9/2026