DIME » All Projects » Project - DEA: 050N74V4 » Sample 2026-05-11-15 » Sample Details

Sample Record

Owner Labs

  • CT SC - 3675 - Santa Barbara 1
  • CT HQ - FFS - Skid Testing

DIME Sample ID 2026-05-11-15

Project Information

Project IdentifiersProject ID: 1000259
DEA: 050N74V4
EFIS: 0522000043
DIST-CO-RTE-PM05-SB-101-9.2/9.7
Award Date02/08/2024
Closeout DateNot set
Work DescriptionNot set
Location DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY AT MONTECITO FROM 0.2 MILE NORTH OF SHEFFIELD DRIVE UNDERCROSSING TO 0.3 MILE SOUTH OF SAN YSIDRO ROAD OVERCROSSING
QA Service Level1 (Verified on 04/15/2024)

Sample Information

Sample Taken Date05/11/2026 Sample Unique Key15
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 testing05/11/2026
Sample typeAcceptance A brief description of the sampleSKID TESTING REQUEST
The quantity of what the sample constitutesBridge decks, CRCP multiple From where was the sample collectedJob Site
First name of sampler or witnessed byJosh Last name of sampler or witnessed byMadrigal
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCemex Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier51-0348, 51-0349, 51-0350 AND ADJACENT APPROACH SLABS, CRCP PAVEMENT
Structure nameROMERO CREEK BRIDGE, SAN YSIDRO CREEK BRIDGE, OAK CREEK BRIDGE AND ADJACENT CRCP PAVEMENTS Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePCC (Portland Cement Concrete)
Type of Traffic Control ProvidedBehind K-Rail/Barrier DIST-CO-RTE05-SB-101
Direction of TravelSouth Post Mile
Lanes to be TestedOn Ramp,Off Ramp,Lane #2,Lane #3 Station9.2 to 11.1

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-05-11-15-1CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)HARISH THAKUR, CT HQ - FFS - Skid Testing06/08/202606/08/2026
Yes
06/09/2026EXIT #94 OFF RAMP. ENTIRE OFF RAMP VISUALLY INSPECTED, ALL LOOKED UNIFORMEDPublic - Test Data Visible
2026-05-11-15-2CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)HARISH THAKUR, CT HQ - FFS - Skid Testing06/08/202606/08/2026
Yes
06/09/2026MAILINE BEFORE EXIT #94 OFF RAMP. SECOND SET OF TESTS DONE AT 700FT WITH AN AVG OF .33 THIRD SET OF TESTS DONE AT 1200FT WITH AN .32 AVG VISUALLY INSPECTED ENTIRE MAINLINE, TESTED AREAS INSIDE OF NEW KRAIL SETTING. SHOULDER AREAS CLOSE TO BARRIERS 2-3FT NOT TESTEDPublic - Test Data Visible
2026-05-11-15-3CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)HARISH THAKUR, CT HQ - FFS - Skid Testing06/08/202606/08/2026
Yes
06/09/2026MAINLINE AFTER OFF RAMP #94 SECOND SET OF TESTS DONE AT 650FT WITH AN AVG OF .33 THIRD SET OF TESTS DONE AT 1100FT WITH AN AVG OF .31 4TH SET OF TESTS DONE AT1650 FT WITH AN AVG OF .33 5TH SET OF TESTS DONE AT 2100FT WITH AN AVG OF .32 ENTIRE MAINLINE VISUALLY INSPECTED ENTIRE MAINLINE, TESTED AREAS INSIDE OF NEW KRAIL SETTING. SHOULDER AREAS CLOSE TO BARRIERS 2-3FT NOT TESTED. Public - Test Data Visible
2026-05-11-15-4CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)HARISH THAKUR, CT HQ - FFS - Skid Testing06/08/202606/08/2026
Yes
06/09/2026MAINLINE FROM BEFORE OAK CREEK BRIDGE SECOND SET OF TESTS TAKEN 700 FT AFTER FIRSTS TESTS WHICH COMPLIES WITH AN AVG OF .33Public - Test Data Visible
2026-05-11-15-5CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)HARISH THAKUR, CT HQ - FFS - Skid Testing06/08/202606/08/2026
Yes
06/15/2026POSILIPO ON RAMP, TESTED SMALL SECTION BEFORE EXISTING BRIDGE AND RESULTS SHOWN ARE FOR AFTER THE EXISTING BRIDGE ON RAMP NEAR OAK PARK BRIDGE ALSO TESTED AND COMPLIES WITH AN AVG OF .32Public - Test Data Visible
2026-05-11-15-6CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)HARISH THAKUR, CT HQ - FFS - Skid Testing06/08/202606/08/2026
Yes
06/08/2026OAK CREEK BR APPROACH SLAB PASSED WITH AN .36 AVG DEPARTURE SLAB PASSED WITH AN AVG OF .37Public - Test Data Visible
2026-05-11-15-7CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)HARISH THAKUR, CT HQ - FFS - Skid Testing06/08/202606/09/2026
Yes
06/09/2026SAN YSIDRO CREEK BRIDGE APPROACH SLAB TESTED AND COMPLIES WITH AN .35 AVG DEPARTURE SLAB TESTED AND COMPLIES WITH AN .36 AVGPublic - Test Data Visible
2026-05-11-15-8CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)HARISH THAKUR, CT HQ - FFS - Skid Testing06/09/202606/09/2026
Yes
06/09/2026ROMERO CREEK BRIDGE APPROACH SLAB TESTED, COMPLIES WITH AN .37AVG DEPARTURE SLAB TESTED, COMPLIES WITH AN .38 AVGPublic - Test Data Visible
2026-05-11-15-9CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)HARISH THAKUR, CT HQ - FFS - Skid Testing06/09/202606/09/2026
Yes
06/09/2026SECOND SET OF TESTS DONE AFTER SAN YSIDRO BR WITH AN AVG OF .33 THIRD SET OF TESTS TAKEN AFTER ROMERO BRIDGE WITH AN AVG OF .31 VISUALLY INSPECTED ENTIRE MAINLINE, TESTED AREAS INSIDE OF FUTURE KRAIL SETTINGPublic - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2026-05-11-15-2 CTM 342-August 2012 (Verified)
DIME Test ID: 2026-05-11-15-3 CTM 342-August 2012 (Verified)
DIME Test ID: 2026-05-11-15-1 CTM 342-August 2012 (Verified)
DIME Test ID: 2026-05-11-15-4 CTM 342-August 2012 (Verified)
DIME Test ID: 2026-05-11-15-6 CTM 342-August 2012 (Verified)
DIME Test ID: 2026-05-11-15-5 CTM 342-August 2012 (Verified)
DIME Test ID: 2026-05-11-15-9 CTM 342-August 2012 (Verified)
DIME Test ID: 2026-05-11-15-7 CTM 342-August 2012 (Verified)
DIME Test ID: 2026-05-11-15-8 CTM 342-August 2012 (Verified)