Sample Record

Owner Labs

  • BSK Associates
  • CT D04 - Hayward DME / District Laboratory

DIME Sample ID 2025-05-22-100

Project Information

Project IdentifiersProject ID: 215677
DEA: 044G0804
EFIS: 0412000332
COOP: 042676
DIST-CO-RTE-PM04-SOL-80-R10.4/30.2
Award Date01/18/2022
Closeout DateNot set
Work DescriptionHighway widening, overhead signs, and electronic toll system.
Location DescriptionIn Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
QA Service Level1 (Verified on 04/11/2022)

Sample Information

Sample Taken Date05/22/2025 Sample Unique Key100
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 testing06/17/2025
Sample typeProduction Start-Up A brief description of the sample1/2" HMA + 25% RAP
The quantity of what the sample constitutes20 boxes HMA-A From where was the sample collectedManufacturer
First name of sampler or witnessed byCasey Last name of sampler or witnessed byFarrington
Title of sampler Telephone number of sampler
Laboratory sample identificationD04-SE-25-030 Linked DIME Sample ID2025-05-22-99
The fabricator/manufacturer/facility nameVulcan Napa Transportation Laboratory (TL) NumberCON-052225-1
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 Grading1/2 inch Lot number
Sublot number HMA Mix Number320302W
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)25 WMA Additives
Antistrip type

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-05-22-100-1AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)Trevor Hamilton - BSK, BSK Associates09/11/202510/15/2025
No
Average Bulk Specific Gravity= 2.395
2025-05-22-100-2AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)Nicholas Shelly - BSK, BSK Associates09/11/202510/15/2025
No
Gmm=2.463 Average Percent Air Voids=2.8%
2025-05-22-100-3AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)Trevor Hamilton - BSK, BSK Associates09/11/202510/15/2025
No
Wet=98.8 psi, Dry=134.8 psi, TSR=73%
2025-05-22-100-4CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix AsphaltTrevor Hamilton - BSK, BSK Associates09/11/202510/15/2025
No
H.W. > 15,000 passes, NO SIP

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2025-05-22-100-1 AASHTO T275-07r12
DIME Test ID: 2025-05-22-100-2 AASHTO T269-24E25
DIME Test ID: 2025-05-22-100-3 AASHTO T283-14
DIME Test ID: 2025-05-22-100-4 CTM 389-19