Sample Record

DIME Sample ID 2026-05-18-87

Project Information

Project IdentifiersProject ID: 1001246
DEA: 041Q7214
EFIS: 0423000277
DIST-CO-RTE-PM04-CC,CC,SOL-580,680,780-Var
Award Date09/25/2025
Closeout DateNot set
Work DescriptionINSTALL FIBER OPTIC CABLE SYSTEM, RAMP METERING, AND WIDEN ROADWAY.
Location DescriptionALAMEDA, CONTRA COSTA AND SOLANO COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 08/13/2025)

Owner Lab

  • CT D04 - Hayward DME / District Laboratory

Sample Information

Sample Taken Date05/18/2026 Sample Unique Key87
Date that the sample was received by the laboratory/organization performing the testing05/29/2026 Sample typeProduction Start-Up
A brief description of the sample3/4" HMA + 25% RAP The quantity of what the sample constitutes18 Boxes HMA
From where was the sample collectedSupplier First name of sampler or witnessed byRob
Last name of sampler or witnessed byLohman Title of sampler
Telephone number of sampler Laboratory sample identificationD04-SE-26-015
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Pleasanton Plant
Transportation Laboratory (TL) NumberCPL051826 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 number
Sublot number HMA Mix Number220304
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
2026-05-18-87-1AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)M. Paulson - Kleinfelder-Hayward, CT D04 - Hayward DME / District Laboratory06/04/202608/11/2026
No
Average Bulk Specific Gravity= 2.431
2026-05-18-87-2AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)M. Paulson - Kleinfelder-Hayward, CT D04 - Hayward DME / District Laboratory06/04/202608/11/2026
No
Gmm=2.506, Average Percent Air Voids= 3.0%
2026-05-18-87-3AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)Bryce ONeil - Kleinfelder-Hayward, CT D04 - Hayward DME / District Laboratory06/10/202608/11/2026
No
Wet=135 psi, Dry=185 psi, TSR= 73%
2026-05-18-87-4CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix AsphaltBryce ONeil - Kleinfelder-Hayward, CT D04 - Hayward DME / District Laboratory06/09/202608/11/2026
No
H.W. > 15,000 passes, SIP > 15,000 passes
2026-05-18-87-5AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)Dennis Yeung - Pleasanton Field Lab, CT D04 - Hayward DME / District Laboratory05/26/202608/11/2026
No
T30 - Post Plant Gradation

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2026-05-18-87-1 AASHTO T275-07r12
DIME Test ID: 2026-05-18-87-2 AASHTO T269-24E25
DIME Test ID: 2026-05-18-87-3 AASHTO T283-14
DIME Test ID: 2026-05-18-87-4 CTM 389-19
DIME Test ID: 2026-05-18-87-5 AASHTO T30-25