Project Information

Bid Title

6570 Bid Material Testing Services

Issuing Agency

Trumbull town

Location

Connecticut

Published Date

Apr 27, 2026

Closing Date

May 15, 2026

Government Level

State & Local

Status

Closed

Ref. #

6570

Original Source

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Project Description

Bid Number:	6570
Bid Title:	6570 Bid Material Testing Services
Category:	Bid Invitations
Status:	Open

Publication Date/Time: 4/27/2026 12:00 AM Closing Date/Time: 5/15/2026 2:00 PM Related Documents: 6570 Exhibit 1 - Hillcrest Middle School SSI 6570 Bid Material Testing Services

Attachment Preview

Statement of Special Inspections

Project:

Location:

Owner:

Hillcrest Middle School

530 Daniels Farm Road, Trumbull, CT 06611

Town of Trumbull

Structural Engineer of Record:

Michael Horton Associates, Inc.

This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the

Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule of

Special Inspection services applicable to this project as well as the name of the Special Inspection

Coordinator and the identity of other approved agencies to be retained for conducting these inspections and

tests. This Statement of Special Inspections encompass the following disciplines:

Structural

Mechanical/Electrical/Plumbing

Architectural

Other:

The Special Inspection Coordinator shall keep records of all inspections and shall furnish inspection reports to

the Building Official and the Structural Engineer of Record. Discovered discrepancies shall be brought to the

immediate attention of the Contractor for correction. If such discrepancies are not corrected, the

discrepancies shall be brought to the attention of the Building Official and the Structural Engineer of Record.

The Special Inspection program does not relieve the Contractor of his or her responsibilities.

Interim reports shall be submitted to the Building Official and the Structural Engineer of Record.

A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and

correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of

Use and Occupancy.

Job site safety and means and methods of construction are solely the responsibility of the Contractor.

Interim Report Frequency: Monthly

Prepared by:

or per attached schedule.

Design Professional Seal

Paul J. Sheehan, P.E.

(type or print name)

Signature

4-1-2026

Date

Owner’s Authorization:

Building Official’s Acceptance:

Signature

Date

Signature

CASE Form 101 • Statement of Special Inspections • ©CASE 2004

Date

Page 2 of 10

Schedule of Inspection and Testing Agencies

This Statement of Special Inspections / Quality Assurance Plan includes the following building systems:

Soils and Foundations

Cast-in-Place Concrete

Precast Concrete

Masonry

Structural Steel

Cold-Formed Steel Framing

Spray Fire Resistant Material

Wood Construction

Exterior Insulation and Finish System

Mechanical & Electrical Systems

Architectural Systems

Special Cases

Special Inspection Agencies

1. Special Inspection

Coordinator

Firm

TBD

Address, Telephone, e-mail

2. Inspector

3. Inspector

Langan

Alfred Jones

ajones@langan.com

617-824-9122

555 Long Wharf Drive

New Haven, CT 06511

4. Testing Agency

TBD

5. Testing Agency

6. Other

Note: The inspectors and testing agencies shall be engaged by the Owner or the Owner’s Agent, and not by

the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be

disclosed to the Building Official, prior to commencing work.

CASE Form 101 • Statement of Special Inspections • ©CASE 2004

Quality Assurance Plan

Quality Assurance for Seismic Resistance

Seismic Design Category

B

Quality Assurance Plan Required (Y/N)

N

Description of seismic force resisting system and designated seismic systems:

STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE

Page 3 of 10

Quality Assurance for Wind Requirements

Basic Wind Speed (3 second gust)

Wind Exposure Category

Quality Assurance Plan Required (Y/N)

130 (Vult) 101(Vasd)

C

N

Description of wind force resisting system and designated wind resisting components:

STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE

Statement of Responsibility

Each contractor responsible for the construction or fabrication of a system or component designated above

must submit a Statement of Responsibility.

CASE Form 101 • Statement of Special Inspections • ©CASE 2004

Page 4 of 10

Qualifications of Inspectors and Testing Technicians

The qualifications of all personnel performing Special Inspection and testing activities are subject to the

approval of the Building Official. The credentials of all Inspectors and testing technicians shall be provided if

requested.

Key for Minimum Qualifications of Inspection Agents:

When the Registered Design Professional in Responsible Charge deems it appropriate that the individual

performing a stipulated test or inspection have a specific certification or license as indicated below, such

designation shall appear below the Agency Number on the Schedule.

PE/SE

PE/GE

EIT

Structural Engineer – a licensed SE or PE specializing in the design of building structures

Geotechnical Engineer – a licensed PE specializing in soil mechanics and foundations

Engineer-In-Training – a graduate engineer who has passed the Fundamentals of

Engineering examination

American Concrete Institute (ACI) Certification

ACI-CFTT

ACI-CCI

ACI-LTT

ACI-STT

Concrete Field Testing Technician – Grade 1

Concrete Construction Inspector

Laboratory Testing Technician – Grade 1&2

Strength Testing Technician

American Welding Society (AWS) Certification

AWS-CWI

Certified Welding Inspector

AWS/AISC-SSI Certified Structural Steel Inspector

American Society of Non-Destructive Testing (ASNT) Certification

ASNT

Non-Destructive Testing Technician – Level II or III.

International Code Council (ICC) Certification

ICC-SMSI

ICC-SWSI

ICC-SFSI

ICC-PCSI

ICC-RCSI

Structural Masonry Special Inspector

Structural Steel and Welding Special Inspector

Spray-Applied Fireproofing Special Inspector

Prestressed Concrete Special Inspector

Reinforced Concrete Special Inspector

National Institute for Certification in Engineering Technologies (NICET)

NICET-CT

NICET-ST

NICET-GET

Concrete Technician – Levels I, II, III & IV

Soils Technician - Levels I, II, III & IV

Geotechnical Engineering Technician - Levels I, II, III & IV

Exterior Design Institute (EDI) Certification

EDI-EIFS

EIFS Third Party Inspector

Other

CASE Form 101 • Statement of Special Inspections • ©CASE 2004

Soils and Foundations

Page 5 of 10

Item

1. Shallow Foundations

Agency #

(Qualif.)

2

PE/GE

Scope

Review the in situ bearing strata and compacted

structural fill bearing strata for footings and

slabs cast on grade

Inspect soils below footings for adequate

bearing capacity and consistency with

geotechnical report.

2. Controlled Structural Fill

4

GE or TA

Inspect removal of unsuitable material and

preparation of subgrade prior to placement of

controlled fill

Perform sieve tests (ASTM D422 & D1140) and

modified Proctor tests (ASTM D1557) of each source

of fill material.

Inspect placement, lift thickness and compaction of

controlled fill for support of footings and slabs.

Test density of each lift of fill by nuclear methods

(ASTM D2922).

Verify extent and slope of fill placement.

3. Ground Improvement System

N/A

N/A

Inspection

Frequency

P

P

P

P

C

P

P

4. Deep Foundations

N/A

N/A

5. Other:

N/A

N/A

Inspection Frequency:

C: Continuous

P: Periodic Inspections. Inspection frequency shall be determined by the Geotechnical Engineer (GE.)

During ongoing soil and foundation operations, daily (minimum) inspections shall be performed.

Notes:

CASE Form 101 • Statement of Special Inspections • ©CASE 2004

Commodity Codes

• NAICS 541380Testing Laboratories

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