DIME » All Projects » Project - DEA: 051S1604 » Sample 2025-06-10-5 » Sample Details

Sample Record

DIME Sample ID 2025-06-10-5

Project Information

Project IdentifiersProject ID: 1000409
DEA: 051S1604
EFIS: 0524000176
DIST-CO-RTE-PM05-MON-1-60
Award Date06/14/2024
Closeout Date08/21/2026
Work DescriptionRocky Creek Slip Out Permanent Restoration Project
Location DescriptionNot set
QA Service Level1 (Verified on 06/26/2024)

Owner Labs

  • CT SC - 3675 - Monterey, Santa Cruz, San Benito
  • CT HQ - FFS - Skid Testing

Sample Information

Sample Taken Date06/10/2025 Sample Unique Key5
Date that the sample was received by the laboratory/organization performing the testing06/10/2025 Sample typeAcceptance
A brief description of the sampleSkid Testing Request The quantity of what the sample constitutesMultiple Lanes
From where was the sample collectedJob Site First name of sampler or witnessed byNeil
Last name of sampler or witnessed byWeller Title of samplerBCE
Telephone number of sampler8054712109 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGordon Ball Construction
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier44-0302 Structure nameRocky Creek Viaduct
Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePCC (Portland Cement Concrete)
Type of Traffic Control ProvidedStationary Lane Closure DIST-CO-RTE05-MON-001
Direction of TravelNorth Post Mile60.00
Lanes to be TestedShoulder,Lane #1,Lane #2 Station

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-06-10-5-1THIS TEST HAS BEEN SUPERSEDED.
CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)		HARISH THAKUR, CT HQ - FFS - Skid Testing06/27/202506/27/2025
Yes
06/27/2025THIS TEST HAS BEEN SUPERSEDED.
ROCKY CREEK BRIDGE . VISUALLY INSPECTED ENTIRE BRIDGE AND ALL LOOKED TO BE UNIFORMED IN BOTH DIRECTIONS RESULTS ARE FOR ENTIRE BRIDGE APPROACH SLAB-.44-.44-.44 = .44AVG DEPARTURE SLAB .44-.44-.44=44AVG		Public - Test Data Visible
2025-06-10-5-3CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)HARISH THAKUR, CT HQ - FFS - Skid Testing06/27/202506/27/2025
Yes
06/27/2025ROCKY CREEK BRIDGE . VISUALLY INSPECTED ENTIRE BRIDGE WHICH HAD POLYESTER PLACED ON IT AS THAT IS THE SECTION OF THE BRIDGE THAT WAS REQUESTED FOR TESTING AND ALL LOOKED TO BE UNIFORMED IN BOTH DIRECTIONS APPROACH SLAB-.44-.44-.44 = .44AVG DEPARTURE SLAB .44-.44-.44=44AVGPublic - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-06-10-5-1 CTM 342-August 2012 (Verified)
DIME Test ID: 2025-06-10-5-3 CTM 342-August 2012 (Verified)