6570 Bid Material Testing Services
| Agency: | Trumbull town |
|---|---|
| State: | Connecticut |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Apr 27, 2026 |
| Due Date: | May 15, 2026 |
| Solicitation No: | 6570 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
| Bid Number: |
6570
|
| Bid Title: |
6570 Bid Material Testing Services
|
| Category: | Bid Invitations |
| Status: | Open |
|
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
This page summarizes the opportunity, including an overview and a preview of the attached documents.
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