DIME » All Projects » Project - DEA: 041Y7004 » Sample 2026-08-22-36 » Sample Details

Sample Record

DIME Sample ID 2026-08-22-36

Project Information

Project IdentifiersProject ID: 995520
DEA: 041Y7004
EFIS: 0423000016
DIST-CO-RTE-PM04-CC,SOL-80-13.8/14.1,0.0/0.4
Award DateNot set
Closeout DateNot set
Work DescriptionAL ZAMPA BRIDGE DECK REHABILITATION REPLACE TOP COURSE
Location DescriptionCONTRA COSTA AND SOLANO COUNTIES AT CROCKETT AND IN VALLEJO FROM UNION PACIFIC RAILROAD OVERHEAD TO 0.8 MILE SOUTH OF ROUTE 80/29 SEPARATION
QA Service Level1 (Verified on 12/06/2023)

Owner Labs

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

Sample Information

Sample Taken Date08/22/2026 Sample Unique Key36
Date that the sample was received by the laboratory/organization performing the testing08/28/2026 Sample typeProduction Start-Up
A brief description of the sample#4 HMA-A + 15.9% RAP The quantity of what the sample constitutes2 BAGS PER BIN (BIN#1-2)
From where was the sample collectedManufacturer First name of sampler or witnessed byIgnacio
Last name of sampler or witnessed byArechiga Title of sampler
Telephone number of sampler Laboratory sample identificationD04-SE-26-037
Linked DIME Sample ID The fabricator/manufacturer/facility nameMartin Mariatta - Clayton
Transportation Laboratory (TL) NumberCDL4-8-22-26-1 Inspector Lot Number from the Transportation Laboratory (TL) FormL1-SL1
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-07-0003
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBatch Plant Hot Bins, Stockpile, Tank
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/4 inch
The concrete mix design number Lot number1
Sublot number1 Aggregate Mix Number77S653_26L1

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-08-22-36-1AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Nicholas Shelly - BSK, CT D04 - Hayward DME / District Laboratory09/22/202610/09/2026
No
Coarse, 2 faced=100%, Coarse, 1 faced=100%, Fine, 1 faced=100%
2026-08-22-36-2AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)Nicholas Shelly - BSK, CT D04 - Hayward DME / District Laboratory09/22/202610/09/2026
No
Grading C, 100 revolutions= 7.2%, 500 revolutions= 22.5%
2026-08-22-36-3AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Nicholas Shelly - BSK, CT D04 - Hayward DME / District Laboratory09/22/202610/09/2026
No
Average uncompacted voids= 45.0%
2026-08-22-36-4ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)Nicholas Shelly - BSK, CT D04 - Hayward DME / District Laboratory09/22/202610/09/2026
No
Flat and elongated particles=0%

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2026-08-22-36-1 AASHTO T335-09r13
DIME Test ID: 2026-08-22-36-2 AASHTO T96-02r10
DIME Test ID: 2026-08-22-36-3 AASHTO T304-11
DIME Test ID: 2026-08-22-36-4 ASTM D4791-10