DIME » All Projects » Project - DEA: 053307C4 » Sample 2026-04-17-4 » Sample Details

Sample Record

DIME Sample ID 2026-04-17-4

Project Information

Project IdentifiersProject ID: 994443
DEA: 053307C4
EFIS: 0514000028
DIST-CO-RTE-PM05-SLO-41,46-44.5/45.3,54.0/57.8
Award Date02/27/2023
Closeout DateNot set
Work DescriptionWye Segment - Route 41/46 Separation
Location DescriptionNot set
QA Service Level1 (Verified on 12/16/2022)

Owner Labs

  • CT D06 - Millbrook Field Laboratory
  • CT HQ - FFS - Field Investigation Team (FIT)
  • CT HQ - FFS - Skid Testing

Sample Information

Sample Taken Date04/17/2026 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing04/17/2026 Sample typeAcceptance
A brief description of the sampleSkid Test Request The quantity of what the sample constitutesMultiple Lanes
From where was the sample collectedJob Site First name of sampler or witnessed byCristian
Last name of sampler or witnessed bySuarez Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameATKINSON CONSTRUCTION
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier49-0277 R Structure nameCholame Creek Overflow Bridge Right
Bid Item96 - STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER)

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePCC (Portland Cement Concrete)
Type of Traffic Control ProvidedBehind K-Rail/Barrier DIST-CO-RTE05-SLO-46
Direction of TravelEast Post Mile
Lanes to be TestedShoulder,Lane #1,Lane #2,Lane #3 Station55.18

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-04-17-4-2CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)HARISH THAKUR, CT HQ - FFS - Skid Testing05/06/202605/06/2026
Yes
05/06/2026OVERFLOW BRIDGE. APPROACH SLAB.COMPLIES WITH READINGS OF: .41-.38-.38=.39 AVG DEPARTURE SLAB COMPLIES WITH READINGS OF: .38-.37-.41=.39 AVG SHOULDERS DID NOT NEED TO BE TESTED PER CONTRACTORPublic - Test Data Visible
2026-04-17-4-3CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)HARISH THAKUR, CT HQ - FFS - Skid Testing05/06/202605/06/2026
Yes
05/06/2026CHOLAME BRIDGE. APPROACH SLAB COMPLIES WITH READINGS OF:.36-.36-.38=.37 AVG DEPARTURE SLAB COMPLIES WITH READINGS OF:.41-.41-.41= .41 AVG SHOULDERS DID NOT NEED TO BE TESTED PER CONTRACTORPublic - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2026-04-17-4-2 CTM 342-August 2012 (Verified)
DIME Test ID: 2026-04-17-4-3 CTM 342-August 2012 (Verified)