DIME » All Projects » Project - DEA: 101F3204 » Sample 2026-07-19-21 » Sample Details

Sample Record

DIME Sample ID 2026-07-19-21

Project Information

Project IdentifiersProject ID: 1001624
DEA: 101F3204
EFIS: 1016000047
DIST-CO-RTE-PM10-SJ-4-0.0/8.9
Award DateNot set
Closeout DateNot set
Work DescriptionPLACE RHMA AND REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionSAN JOAQUIN COUNTY NEAR DISCOVERY BAY FROM OLD RIVER BRIDGE TO 0.9 MILE EAST OF BACON ISLAND ROAD
QA Service Level1 (Verified on 09/15/2025)

Owner Labs

  • CT SC - 3665 - Stockton
  • CT HQ - FFS - Skid Testing

Sample Information

Sample Taken Date07/19/2026 Sample Unique Key21
Date that the sample was received by the laboratory/organization performing the testing08/07/2026 Sample typeAcceptance
A brief description of the sampleSkid test on approach and departure The quantity of what the sample constitutesSkid Testing
From where was the sample collectedJob Site First name of sampler or witnessed byArmando
Last name of sampler or witnessed byJose Title of sampler
Telephone number of sampler2096080054 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDees Burke Engineering Contractors
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier29-0049 Structure nameMiddle River Bridge
Bid Item49 - PLACE POLYESTER CONCRETE OVERLAY

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedStationary Lane Closure DIST-CO-RTE10-SJ-4-0.0/8.9
Direction of TravelNorth Post Mile
Lanes to be TestedLane #1 Station6.5

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-07-19-21-9CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)HARISH THAKUR, CT HQ - FFS - Skid Testing08/16/202608/18/2026
Yes
08/18/2026DEPARTURE SLAB EB COMPLIES WITH AN .44 AVG WB APPROACH SLAB COMPLIES WITH AN .47 AVG AND DEPARTURE SLAB WB COMPLIES WITH AN .43 AVGPublic - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2026-07-19-21-9 CTM 342-August 2012 (Verified)