Sample Record

Owner Lab

  • CT HQ - FFS - Skid Testing

DIME Sample ID 2024-12-29-1

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215753
DEA: 050N72U4
EFIS: 0520000169
DIST-CO-RTE-PM05-SB-101-4.4/R7.7
Award Date03/01/2021
Closeout DateNot set
Work DescriptionPlease cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description101 freeway in Summerland, CA
QA Service Level1 (Verified on 05/06/2021)

Sample Information

Sample Taken Date12/29/2024 Sample Unique Key1
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing12/29/2024
Sample typeAcceptance A brief description of the samplePCC
The quantity of what the sample constitutesPCC From where was the sample collectedJob Site
First name of sampler or witnessed byHARISH Last name of sampler or witnessed byTHAKUR
Title of sampler Telephone number of sampler4152464791
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMAIN LINE Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePCC (Portland Cement Concrete)
Type of Traffic Control ProvidedMoving Lane Closure DIST-CO-RTE
Direction of Travel Post Mile
Lanes to be Tested Station

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2024-12-29-1-1CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)HARISH THAKUR, CT HQ - FFS - Skid Testing01/08/2025HARISH THAKUR
Yes
01/08/2025NB- from Santa Claus Lane off ramp to Padaro off ramp. 2.5 miles Tested lane #1 and Shoulder (excluding bridges) according to specs which is within every 528ft for mainline. Entire project limit readings were in the .31-.34 range with no numbers lower than that. The Avg for the 2.5 miles(13,200ft) stretch in each test section are: .31-.32 averages
2024-12-29-1-2CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)HARISH THAKUR, CT HQ - FFS - Skid Testing01/08/2025HARISH THAKUR
Yes
01/08/2025SB101 from Padaro to Santa Claus Lane. 2.5 miles Tested lane #1 and Shoulder, (excluding bridges)according to specs which is within every 528ft for mainline. Entire 2.5 miles limit readings were in the .31-.34 range with no numbers lower than that. The Avg for the 2.5 miles(13,200ft) stretch in each test section are: .31 -.33 averages

Sample File Attachments

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Test File Attachments


DIME Test ID: 2024-12-29-1-1 CTM 342-August 2012 (Verified)
DIME Test ID: 2024-12-29-1-2 CTM 342-August 2012 (Verified)