Sample Record

DIME Sample ID 2026-03-13-21

Project Information

Project IdentifiersProject ID: 1001375
DEA: 040A53T4
EFIS: 0421000155
COOP: 040A53TCM
DIST-CO-RTE-PM04-SOL-80-L1.8/L3.2
Award Date06/20/2025
Closeout DateNot set
Work DescriptionConstruct I-80 WB Truck Scales
Location DescriptionCONSTRUCTION ON STATE HIGHWAY IN SOLANO COUNTY IN AND NEAR FAIRFIELD ON ROUTE 12 FROM THE 80/12 EAST JUNCTION TO 0.9 MILE EAST OF CHADBOURNE ROAD UNDERCROSSING AND ON ROUTE 80 FROM 0.5 MILE WEST OF DAN WILSON CREEK BRIDGE TO WEST TEXAS STREET UNDERCROSSI
QA Service Level1 (Verified on 07/10/2025)

Owner Lab

  • Pinnacle Prestress, Incorporated

Sample Information

Sample Taken Date03/13/2026 Sample Unique Key21
Date that the sample was received by the laboratory/organization performing the testing03/13/2026 Sample typeQuality Control
A brief description of the sampleA set of 12 4x8 Cylinders The quantity of what the sample constitutes4 cy
From where was the sample collectedFabricator First name of sampler or witnessed byRodrigo
Last name of sampler or witnessed byArellano Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namePinnacle Prestress, Inc.
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypePrecast Concrete The concrete mix design numberSCC-NFA-9.84-FC8K REV060425A
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected0018046
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedConcrete Sample from Wheelbarrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
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