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

Sample Record

Owner Labs

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

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 DateNot set
Closeout DateNot set
Work DescriptionRocky Creek Slip Out Permanent Restoration Project
Location DescriptionNot set
QA Service Level1 (Verified on 06/26/2024)

Sample Information

Sample Taken Date06/10/2025 Sample Unique Key5
Will the laboratory/organization for which you are a member perform testing on this material sample?No 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2025-06-10-5-1THIS TEST HAS BEEN SUPERSEDED.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06/27/2025THIS TEST HAS BEEN SUPERSEDED.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)