DIME - Test Summary

Summary for Test 2023-12-14-5-1

Test performed: CTM 342-August 2012

Project Identifiers	Project ID: 994310 DEA: 034F6504 EFIS: 0314000233
DIST-CO-RTE-PM	03-YOL-50,80-0.0/2.5,4.1/R11.4
Award Date	04/07/2023
Closeout Date	Not set
Work Description	CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS.
Location Description	YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING
QA Service Level	1 (Verified on 10/04/2022)

Sample Taken Date	12/14/2023	Sample Unique Key	5
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	12/14/2023
Sample type	Department Acceptance	A brief description of the sample	TRIAL SLAB
The quantity of what the sample constitutes	TRIAL SLAB	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 Type	Roadway/Bridge Surface	Pavement Surface Type	Polyester Concrete
Type of Traffic Control Provided	N/A	DIST-CO-RTE
Direction of Travel		Post Mile
Lanes to be Tested		Station

DIME Sample ID: 2023-12-14-5

DIME Test ID: 2023-12-14-5-1

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: 2023-12-15

Pavement or Bridge Deck?: Bridge Deck

Input Type: Measured

Tester's full name: Harish Thakur

Date of test: 12/15/2023

Air Temperature: 42

Tire Pressure: 25

Equipment PST #: 1000-7/1000-8

Is Calibration within ± values: Yes

Weather: SUNNY

Direction/Lane #: EB: Eastbound Direction of Travel

Edge used to measure reference distance: BEGIN TEST PANEL

Edge used to measure position: RIGHT OF EDGE

Reference Distance 1: 2

Reference Distance 2: 5

Reference Distance 3: 8

Direction and Lane # for Stationing 1: no data

Direction and Lane # for Stationing 2: no data

Direction and Lane # for Stationing 3: no data

Position for Stationing 1: 3

Position for Stationing 2: 3

Position for Stationing 3: 3

Percent Grade for 1st Stationing: 0.0

Percent Grade for 2nd Stationing: 0.0

Percent Grade for 3rd Stationing: 0.0

Corrected Coefficients of Friction for Stationing 1: 0.41

Corrected Coefficients of Friction for Stationing 2: 0.40

Corrected Coefficients of Friction for Stationing 3: 0.40

Average Coefficient of Friction: 0.40

General comments (publicly viewable) (Max 1000 characters): TEST PANEL/POLY

Test was verified on 12/15/2023 ✔