Summary for Test 2023-09-26-46-1
Test performed: CTM 342-August 2012Project Information
Project Identifiers | Project ID: 215129 DEA: 050N73U4 EFIS: 0520000166 |
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DIST-CO-RTE-PM | 05-SB-101-7.3/9.6 |
Award Date | 10/23/2020 |
Closeout Date | Not set |
Work Description | !!Please CC Office Engineer Gabrielle Herrera on reports to RE and SR!! Segment 4C - Summerland: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, steel soldier piles, epoxy coated rebar, |
Location Description | SUMMERLAND FROM 0.2 MILES NORTH OF PARDARO LANE OVERCROSSING TO SAN YSIDRO CREEK BRIDGE |
QA Service Level | 1 (Verified on 08/24/2020) |
Sample Information
Sample Taken Date | 09/26/2023 | Sample Unique Key | 46 |
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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 testing | 09/26/2023 |
Sample type | Acceptance | A brief description of the sample | PCC |
The quantity of what the sample constitutes | MAINLINE | From where was the sample collected | Job Site |
First name of sampler or witnessed by | HARISH | Last name of sampler or witnessed by | THAKUR |
Title of sampler | Telephone number of sampler | 9152961873 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | JOB SITE | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Roadway/Bridge Surface | Pavement Surface Type | Not set |
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Type of Traffic Control Provided | Not set | DIST-CO-RTE | Not set |
Direction of Travel | Not set | Post Mile | Not set |
Lanes to be Tested | Not set | Station | Not set |
Test Details
DIME Sample ID: 2023-09-26-46
DIME Test ID: 2023-09-26-46-1
Testing Lab: CT HQ - FFS - Skid Testing
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Test Release Date: 2023-10-02
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 09/26/2023
Air Temperature: 64 F
Tire Pressure: 25 psi
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: NIGHT/WARM
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: ROADWAY
Edge used to measure position: LEFT TO RIGHT
Project Stationing 1: 100+00 ft
Project Stationing 2: 100+25 ft
Project Stationing 3: 100+50 ft
Project Stationing 4: 100+75 ft
Project Stationing 5: 200+00 ft
Direction and Lane # for Stationing 1: no data
Direction and Lane # for Stationing 2: no data
Direction and Lane # for Stationing 3: no data
Direction and Lane # for Stationing 4: no data
Direction and Lane # for Stationing 5: no data
Position for Stationing 1: 12 ft
Position for Stationing 2: 12 ft
Position for Stationing 3: 12 ft
Position for Stationing 4: 12 ft
Position for Stationing 5: 12 ft
Percent Grade for 1st Stationing: 0.0 %
Percent Grade for 2nd Stationing: 0.0 %
Percent Grade for 3rd Stationing: 0.0 %
Percent Grade for 4th Stationing: 0.0 %
Percent Grade for 5th Stationing: 0.0 %
Corrected Coefficients of Friction for Stationing 1: 0.36
Corrected Coefficients of Friction for Stationing 2: 0.37
Corrected Coefficients of Friction for Stationing 3: 0.37
Corrected Coefficients of Friction for Stationing 4: 0.38
Corrected Coefficients of Friction for Stationing 5: 0.37
Average Coefficient of Friction: 0.37
General comments (publicly viewable) (Max 1000 characters): MAINLINE 1.0 MILES LANES 1,2,3 TESTED AT VARIOUS POINTS THROUGHOUT THE STRETCH OF HIGHWAY. TESTED THROUGHOUT STRETCH WITH SIMILAR NUMBERS ALL THROUGHOUT THE WAY AT VARIOUIS LANES AND FOOTAGE ACCORDING TO TEST METHOD
Test was verified on 10/2/2023 ✔