Sample Record

DIME Sample ID 2026-05-04-68

Project Information

Project IdentifiersProject ID: 993454
DEA: 040K8004
EFIS: 0416000141
COOP: 042892
DIST-CO-RTE-PM04-MRN-101-13.7
Award Date02/05/2025
Closeout DateNot set
Work DescriptionCONSTRUCT ROUNDABOUT, CURB RAMPS AND SW, SIGNAL AND LIGHTING SYSTEMS.
Location DescriptionMARIN COUNTY IN SAN RAFAEL AT FREITAS PARKWAY OVERCROSSING
QA Service Level1 (Verified on 12/10/2021)

Owner Lab

  • CT D04 - Hayward DME / District Laboratory

Sample Information

Sample Taken Date05/04/2026 Sample Unique Key68
Date that the sample was received by the laboratory/organization performing the testing05/08/2026 Sample typeProduction Start-Up
A brief description of the sample3/4" HMA-A The quantity of what the sample constitutes24 Boxes of HMA
From where was the sample collectedSupplier First name of sampler or witnessed byJose Leon
Last name of sampler or witnessed byAmparan Title of sampler
Telephone number of sampler Laboratory sample identificationD04-SE-26-011
Linked DIME Sample ID2026-05-04-67 The fabricator/manufacturer/facility nameDutra San Rafael
Transportation Laboratory (TL) NumberC2026-05-04-02 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 number1 HMA Mix NumberL210143WMA
Binder content (%)5.4 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)0 WMA Additives
Antistrip type

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-05-04-68-1AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)Nicholas Shelly - BSK, CT D04 - Hayward DME / District Laboratory06/15/202608/10/2026
No
Average Bulk Specific Gravity= 2.408
2026-05-04-68-2AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)Nicholas Shelly - BSK, CT D04 - Hayward DME / District Laboratory06/15/202608/10/2026
No
Gmm=2.470, Average Percent Air Voids= 2.5%
2026-05-04-68-3AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)Trevor Hamilton - BSK, CT D04 - Hayward DME / District Laboratory06/20/202608/10/2026
No
Wet=98 psi, Dry=112 psi, TSR= 88%
2026-05-04-68-4CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix AsphaltTrevor Hamilton - BSK, CT D04 - Hayward DME / District Laboratory06/18/202608/10/2026
No
H.W.: Left=11,700 passes, Right <15,000 passes, SIP = 7724 passes

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2026-05-04-68-1 AASHTO T275-07r12
DIME Test ID: 2026-05-04-68-2 AASHTO T269-24E25
DIME Test ID: 2026-05-04-68-3 AASHTO T283-14
DIME Test ID: 2026-05-04-68-4 CTM 389-19