46-Sec 32 17 23.43 - ADA DETECTABLE WARNING TILES.pdf

PDF 95 KB Posted

Attached to
2500999 - Canterbury Storm Sewer Replacement State and local contract opportunity
Solicitation number
Not on record
Issued by
Montgomery County, Mount Aetna CDP, Pennsylvania

About this file

This is a specification document for ADA detectable warning tiles related to the Canterbury Storm Sewer Replacement project being conducted by Montgomery Township in Pennsylvania. The project involves the removal and replacement of approximately 1,800 feet of storm sewer piping ranging from 12 inches to 57 inches by 38 inches in diameter on Canterbury Lane and Devonshire Drive. Work scope includes construction of new circular HDPE pipe and elliptical RCP storm sewer, replacement of three precast concrete storm sewer structures, and restoration of concrete curb, sidewalk, driveway apron, and asphalt roadway. Sealed bids are due by 10:00 A.M. on September 1, 2026, with public opening and reading at Montgomery Township offices located at 1001 Stump Road, Montgomeryville, PA 18936. Bids must be submitted electronically via the PennBid Program. No pre-bid meeting will be held for this project.

Bid security in the amount of not less than ten percent of the bid amount is required, payable to Montgomery Township, along with an Agreement of Surety certifying that required Performance and Payment Bonds will be provided if awarded. PennBid assesses a nominal fee of 0.33 percent of the bid amount (minimum $150, maximum $6,000) to awarded bidders only. The project is subject to Pennsylvania's Act 422 Prevailing Wage Act and Act 127 Public Works Employment Verification requirements. Bids may be withdrawn within two business days after opening. All bid documents and solicitation details are available at no cost on PennBid.

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Other files for this state and local contract opportunity

Other files attached to 2500999 - Canterbury Storm Sewer Replacement, newest first.
File Type Posted
3-Doc 00 45 19 - NON-COLLUSION AFFIDAVIT.pdf PDF
49-Sec 32 13 13 - PORTLAND CEMENT CONCRETE PAVING.pdf PDF
9-Doc 00 43 13 - Bid Bond (penal sum form).pdf PDF
20-Sec 01 56 39 - LANDSCAPE PROTECTION.pdf PDF
30-Sec 32 92 00 - Finish Grading, Seeding and Sodding.pdf PDF
56-X1 - Site Map 2026-07-15.pdf PDF
4-Doc 00 61 13.13 - PERFORMANCE BOND.pdf PDF
24-Sec 31 20 00 - Earthwork.pdf PDF
5-Doc 00 41 00 - BID FORM - EBID.pdf PDF
6-Doc 00 65 19.19 - CONSENT OF SURETY.pdf PDF
15-Sec 01 33 00 - Submittals.pdf PDF
25-Doc 00 21 13 - INSTRUCTIONS TO BIDDERS - EBID - 2025.pdf PDF
42-Sec 32 12 00 - ASPHALT CONCRETE PAVING.pdf PDF
17-Doc 00 73 00 5 - Appendix B - Public Works Employment Verification Form.pdf PDF
39-Sec 01 50 00 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS.pdf PDF
45-Doc 00 73 00 2 - Appendix A - Cover.pdf PDF
13-Doc 00 73 00 4 - Appendix B - Cover.pdf PDF
40-Doc 00 72 00 - GENERAL CONDITIONS - 2024.pdf PDF
41-Doc 00 45 13 - BIDDER QUALIFICATION STATEMENT - 2024.pdf PDF
55-X3 - Canterbury Details 2026-07-16.pdf PDF
33-Sec 01 40 00 - QUALITY CONTROL.pdf PDF
31-Doc 00 01 15 - TABLE OF CONTENTS - LIST OF DRAWINGS.pdf PDF
52-Sec 31 11 00 - CLEARING AND GRUBBING.pdf PDF
11-Doc 00 01 10 - TABLE OF CONTENTS.pdf PDF
18-Doc 00 65 19.16 - CONTRACTORS RELEASE OF LIENS.pdf PDF
44-Sec 32 01 16.71 - MILLING OF ASPHALT PAVEMENT SURFACE.pdf PDF
21-Doc 00 61 19 - Maintenance Bond.pdf PDF
32-Sec 01 31 00 - COORDINATION AND MEETINGS.pdf PDF
16-Sec 31 22 10 - Topsoiling and Finish Grading.pdf PDF
14-Doc 00 61 13.16 - PAYMENT BOND.pdf PDF
36-Sec 33 41 00 - STORM DRAIN PIPE.pdf PDF
48-Sec 32 12 23 - RESTORATION OF PAVED SURFACES.pdf PDF
47-Sec 03 11 00 - CONCRETE FORMWORK.pdf PDF
50-Sec 31 23 33 - EXCAVATION BACKFILL AND COMPACTION.pdf PDF
26-Doc 00 45 53 - AGREEMENT OF SURETY COMPANY.pdf PDF
27-Sec 01 60 00 - MATERIAL AND EQUIPMENT.pdf PDF
51-Sec 32 17 23.13 - Painted Traffic Lines and Markings.pdf PDF
29-Sec 31 37 16 - ENIGERY DISSIPATOR.pdf PDF
28-Doc 00 01 01 - TITLE SHEET AND COVER.pdf PDF
57-X2 - 12-14 18-19 of 24 Marked up As-Built Plans 2026-07-15.pdf PDF
2-Doc 00 62 16 - CERTIFICATE OF INSURANCE.pdf PDF
53-Sec 01 42 13 - ORGANIZATION AND REFERENCE ACRONYMS.pdf PDF
34-Sec 33 44 15 - BOXES AND ENDWALLS.pdf PDF
38-Doc 00 45 10 - BIDDERS ACKNOWLEDGEMENT FORM.pdf PDF
19-Sec 01 11 13-SUMMARY OF WORK.pdf PDF
22-Sec 02 41 16 - DEMOLITION.pdf PDF
12-Doc 00 11 13 - ADVERTISEMENT FOR BIDS - Canterbury Storm Sewer Replacement.pdf PDF
43-Sec 01 55 26 - TRAFFIC REGULATION - 2024.pdf PDF
10-Sec 01 29 00 - CONTRACT CONSIDERATIONS.pdf PDF
23-Sec 03 20 00 - CONCRETE REINFORCEMENT.pdf PDF
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Text version

ADA DETECTABLE WARNING TILES

32 17 23.43-1

SECTION 32 17 23.43

PART 1 GENERAL

1.01 DESCRIPTION OF WORK

A. This Work is the installation of replaceable wet set warning surfaces to be installed in locations as specified in the field and on the drawings.

1.02 SUBMITTALS

A. Certifications: Submit certifications that all tiles will meet or exceed designated specifications.

B. Qualifications of Installer:

1. Installer shall have a minimum of five (5) years of experience with tile installations.

2. Installer shall submit for approval, a list of projects similar in nature and size that establishes his/her ability to complete this project. A resume for the project superintendent should be submitted to establish his/her ability to complete the project. If for any reason, the qualifications are not acceptable, work shall not commence until an acceptable installer is found.

PART 2 PRODUCTS

2.01 DETECTABLE WARNING TILES

A. Contractor shall provide replaceable wet set detectable warning tiles, brick red in color, as manufactured by Armorcast Products Company, 13230 Saticoy Street, North Hollywood, California 91605, Phone: (818) 982-3600, Armorcastprod.com or an approved equivalent.

B. TILES IN PEDESTRIAN / LIGHT TRAFFIC AREA:

1. Tiles shall be compliant with ADA regulations.

2. Tiles shall be of the Vitrified Polymer Composite type composed of epoxy polymers employing aluminum oxide particles in the truncated domes.

3. Dimensions: Detectable Warning Surfaces shall be held within the following dimensions and tolerances:

Length and Width*: 24”x48” nominal *The width of the Detectable Warning Surface is subject to change and shall extend the entire width of the ramp.

Face Thickness: 0.1875 +/- 5% max.

Warpage of Edge: 0.5% max.

4. Water Absorption – ASTM D 570-98 less than 0.5%.

5. Slip resistance - ASTM C1028-96 greater than 0.80.

6. Compressive Strength – ASTM D 695-02a greater than 28,000 psi.

7. Tensile Strength – ASTM D 638-03 greater than 19,000 psi.

8. Flexural Strength – ASTM D 790-03 greater than 25,000 psi.

9. Chemical Stain Resistance – ASTM D 593-95 no discoloration or staining.

32 17 23.43-2

10. Abrasive Resistance – ASTM D 2486-00 less than 0.060 after 1000 cycles.

11. Wear Resistance - ASTM C 501-84 greater than 500.

12. Fire Resistance – ASTM E 84-05 flame spread less than 15.

13. Impact Resistance - ASTM D 5420-04 greater than 550 in. lbf/in.

14. Accelerated Weathering – ASTM G 155-05a for 3000 hrs. ΔE < 4.5 tile color 33538, no fading or chalking.

15. Freeze Thaw - ASTM D 1037-99 no cracking, delamination, or other defects.

16. Salt Spray – ASTM B 117-03 for 200 hours no deterioration.

17. AASHTO HB-17 single wheel HS20-44 loading no failure @ 10,400 lbs.

C. Color shall be as directed by Engineer.

D. Detectable warning surface shall be guaranteed in writing for a period of five years from date of final completion. The guarantee must include defective work, breakage, deformation, and loosening of tiles.

E. Tiles shall be of the cast in place type.

PART 3 EXECUTION

3.01 INSTALLATION

A. Installation shall be performed according to manufacturer’s recommendations.

B. Tile shall be installed in a manner which does not create a tripping hazard.

3.02 CLEANING AND PROTECTION

A. Protect tiles against damage during construction period to comply with manufacturer’s specification.

END OF SECTION

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