Code of Massachusetts Regulations
780 CMR - STATE BOARD OF BUILDING REGULATIONS AND STANDARDS
Chapter 17 - Structural Tests and Special Inspections
Section 1704 - SPECIAL INSPECTIONS
Subsection 1704.4 - Concrete construction

Universal Citation: 780 CMR MA Code of Regs 1704.4

Current through Register 1531, September 27, 2024

The special inspections and verifications for concrete construction shall be as required by this section and Table 1704.4.

Exception: Special inspections shall not be required for:

1. Isolated spread concrete footings of buildings three stories or less above grade plane that are fully supported on earth or rock.

2. Continuous concrete footings supporting walls of buildings three stories or less above grade plane that are fully supported on earth or rock where:

2.1. The footings support walls of light-frame construction;

2.2. The footings are designed in accordance with Table 1809.7; or

2.3. The structural design of the footing is based on a specified compressive strength, f'c, no greater than 2,500 pounds per square inch (psi) (17.2 MPa), regardless of the compressive strength specified in the construction documents or used in the footing construction.

3. Nonstructural concrete slabs supported directly on the ground, including prestressed slabs on grade, where the effective prestress in the concrete is less than 150 psi (1.03 MPa).

4. Concrete foundation walls constructed in accordance with Table 1807.1.6.2.

5. Concrete patios, driveways and sidewalks, on grade.

TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARDa IBC REFERENCE

1. Inspection of reinforcing steel, including prestressing tendons, and placement.

 - X ACI 318: 3.5, 7.1-7.7 1913.4

2. Inspection of reinforcing steel welding in accordance with Table 1704.3, Item 5b.

 - -

AWS D1.4

ACI 318: 3.5.2

 -

3. Inspection of bolts to be installed in concrete prior to and during placement of concrete where allowable loads have been increased or where strength design is used.

 X -

ACI 318:

8.1.3, 21.2.8

1911.5,

1912.1

4. Inspection of anchors installed in hardened concrete.

 - X

ACI 318:

3.8.6, 8.1.3, 21.2.8

 1912.1

5. Verifying use of required design mix.

 - X ACI 318: Ch. 4, 5.2-5.4 1904.3, 1913.2, 1913.3

6. At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.

 X -

ASTM C 172

ASTM C 31

ACI 318: 5.6, 5.8

 1913.10

7. Inspection of concrete and shotcrete placement for proper application techniques.

 X - ACI 318: 5.9, 5.10 1913.6, 1913.7, 1913.8

8. Inspection for maintenance of specified curing temperature and techniques.

 - X ACI 318: 5.11-5.13 1913.9

9. Inspection of prestressed concrete:

a. Application of prestressing forces.

b. Grouting of bonded prestressing tendons in the seismic-force-resisting system.

X

X

 -

ACI 318: 18.20

ACI 318: 18.18.4

 -

10. Erection of precast concrete members.

 - X ACI 318: Ch. 16 -

11. Verification of in-situ concrete strength, prior to stressing of tendons in posttensioned concrete and prior to removal of shores and forms from beams and structural slabs.

 - X ACI 318: 6.2 -

12. Inspect formwork for shape, location and dimensions of the concrete member being formed.

 - X ACI 318: 6.1.1 -

For SI: 1 inch = 25.4 mm.
a. Where applicable, see also Section 1707.1, Special inspection for seismic resistance.
1704.4.1 Materials. In the absence of sufficient data or documentation providing evidence of conformance to quality standards for materials in Chapter 3 of ACI 318, the building official shall require testing of materials in accordance with the appropriate standards and criteria for the material in Chapter 3 of ACI 318. Weldability of reinforcement, except that which conforms to ASTM A 706, shall be determined in accordance with the requirements of Section 3.5.2 of ACI 318.

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