Mombasa - Nairobi Standard Gauge Railway Project

R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance

Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-28
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20180210-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-28
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 11 10 1 8 7
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 1 3 1 4 2
horizontal position

Spacing between
main
reinforcements of
General items

±5 +4 -2 -2 -4 +2
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 +2 +4 -1 +3 +5
Other rebars
10 5 7 3 4 7
position

Cover to [B] Article 9.2.6 3 3 3 1 4

reinforcement [B] Article 9.3.7
2 1 3 3 2
Verticality of
15 1 8 6 5 1
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-27
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20180208-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-27
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 4 5 4 8 10
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 4 3 3 4 2
horizontal position

Spacing between
main
reinforcements of
General items

±5 -2 -1 -2 -2 -4
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 -5 0 +3 -5 -3
Other rebars
10 4 7 5 4 2
position

Cover to [B] Article 9.2.6 4 1 2 4 3

reinforcement [B] Article 9.3.7
0 3 3 2 4
Verticality of
15 9 7 3 10 4
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-26
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20180204-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-26
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 14 8 2 5 2
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 3 5 2 5 5
horizontal position

Spacing between
main
reinforcements of
General items

±5 +4 -3 -5 0 +5
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 +4 -3 -1 +3 0
Other rebars
10 8 1 2 7 6
position

Cover to [B] Article 9.2.6 1 0 1 0 0

reinforcement [B] Article 9.3.7
1 0 4 4 2
Verticality of
15 7 6 3 6 8
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-25
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20180129-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-25
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 2 1 5 2 8
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 3 1 1 3 1
horizontal position

Spacing between
main
reinforcements of
General items

±5 +1 +3 +1 0 -4
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 -3 -2 -3 +5 0
Other rebars
10 8 8 8 6 5
position

Cover to [B] Article 9.2.6 4 3 3 3 1

reinforcement [B] Article 9.3.7
4 3 3 0 3
Verticality of
15 8 9 8 4 6
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-24
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20180127-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-24
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 7 5 13 4 15
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 3 5 1 3 3
horizontal position

Spacing between
main
reinforcements of
General items

±5 0 -4 -5 0 +1
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 -3 -1 -4 0 -4
Other rebars
10 7 4 4 7 4
position

Cover to [B] Article 9.2.6 3 0 1 1 3

reinforcement [B] Article 9.3.7
0 4 1 3 4
Verticality of
15 4 4 2 1 5
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-23
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20180123-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-23
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 10 1 4 2 14
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 1 5 5 1 5
horizontal position

Spacing between
main
reinforcements of
General items

±5 -1 -1 +2 -4 0
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 -5 -2 -5 -3 -4
Other rebars
10 8 3 7 1 5
position

Cover to [B] Article 9.2.6 3 0 3 4 0

reinforcement [B] Article 9.3.7
2 4 4 0 4
Verticality of
15 9 9 2 4 8
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-22
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20180119-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-22
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 14 2 5 5 14
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 1 1 4 5 3
horizontal position

Spacing between
main
reinforcements of
General items

±5 +3 -4 -1 +2 -2
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 +2 -4 -1 +2 +3
Other rebars
10 4 7 7 6 7
position

Cover to [B] Article 9.2.6 1 0 4 2 3

reinforcement [B] Article 9.3.7
4 0 4 3 3
Verticality of
15 1 3 6 4 6
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-21
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20180116-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-21
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 10 14 15 10 5
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 1 5 4 4 5
horizontal position

Spacing between
main
reinforcements of
General items

±5 0 +5 -1 +3 +4
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 +4 +1 -2 +2 +2
Other rebars
10 7 7 2 7 7
position

Cover to [B] Article 9.2.6 1 0 2 1 3

reinforcement [B] Article 9.3.7
3 0 1 2 2
Verticality of
15 9 5 2 7 2
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-20
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20180113-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-20
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 8 5 2 6 4
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 1 2 2 4 1
horizontal position

Spacing between
main
reinforcements of
General items

±5 +2 -2 +5 +1 0
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 -1 -2 +2 +3 -1
Other rebars
10 5 2 6 4 1
position

Cover to [B] Article 9.2.6 1 3 0 0 1

reinforcement [B] Article 9.3.7
4 3 3 4 2
Verticality of
15 9 5 4 9 4
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-19
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20180110-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-19
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 6 10 4 11 12
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 1 2 5 3 2
horizontal position

Spacing between
main
reinforcements of
General items

±5 +4 -3 -5 +2 -2
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 -3 -5 -5 +3 -3
Other rebars
10 1 5 1 7 6
position

Cover to [B] Article 9.2.6 1 4 0 1 4

reinforcement [B] Article 9.3.7
0 2 4 1 4
Verticality of
15 9 8 8 9 3
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-18
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20180109-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-18
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 12 3 15 3 2
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 1 5 4 2 2
horizontal position

Spacing between
main
reinforcements of
General items

±5 +5 0 +4 +5 +5
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 -5 0 -5 +3 +4
Other rebars
10 8 1 8 6 7
position

Cover to [B] Article 9.2.6 4 1 4 4 3

reinforcement [B] Article 9.3.7
2 3 3 4 2
Verticality of
15 8 6 10 10 6
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-17
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20180108-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-17
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 13 11 12 11 2
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 5 3 2 3 3
horizontal position

Spacing between
main
reinforcements of
General items

±5 +3 -1 +1 +1 -3
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 -4 +5 +5 +4 +3
Other rebars
10 2 7 4 7 1
position

Cover to [B] Article 9.2.6 4 3 4 0 0

reinforcement [B] Article 9.3.7
4 2 3 3 3
Verticality of
15 6 5 10 2 7
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-16
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20180107-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-16
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 2 11 12 10 14
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 3 3 2 2 2
horizontal position

Spacing between
main
reinforcements of
General items

±5 +3 0 +4 -2 +3
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 -4 -3 +1 -4 -1
Other rebars
10 5 8 5 1 1
position

Cover to [B] Article 9.2.6 1 0 3 0 2

reinforcement [B] Article 9.3.7
0 2 2 3 3
Verticality of
15 8 7 4 1 3
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-15
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20180106-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-15
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 12 14 1 14 3
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 3 3 4 3 3
horizontal position

Spacing between
main
reinforcements of
General items

±5 +1 +5 +3 -3 -5
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 +4 -4 -1 +4 +4
Other rebars
10 3 5 4 1 5
position

Cover to [B] Article 9.2.6 1 4 0 3 2

reinforcement [B] Article 9.3.7
4 1 0 3 4
Verticality of
15 7 10 8 6 4
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-14
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20180103-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-14
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 10 13 7 2 5
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 2 3 1 2 4
horizontal position

Spacing between
main
reinforcements of
General items

±5 0 -4 -2 +2 +4
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 +4 +2 +1 +4 +2
Other rebars
10 5 4 8 3 4
position

Cover to [B] Article 9.2.6 1 2 3 2 1

reinforcement [B] Article 9.3.7
3 1 1 3 0
Verticality of
15 2 3 7 5 3
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-13
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20180102-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-13
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 9 3 10 7 10
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 2 4 3 2 3
horizontal position

Spacing between
main
reinforcements of
General items

±5 +2 -1 -4 -3 -5
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 -2 -1 +2 -2 -1
Other rebars
10 6 3 2 1 8
position

Cover to [B] Article 9.2.6 4 0 3 4 4

reinforcement [B] Article 9.3.7
4 4 0 0 2
Verticality of
15 3 7 2 6 4
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-12
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20171227-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-12
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 4 5 7 6 2
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 3 5 2 1 3
horizontal position

Spacing between
main
reinforcements of
General items

±5 +3 -5 -3 -4 -5
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 -5 +4 +5 +2 -2
Other rebars
10 5 7 2 1 2
position

Cover to [B] Article 9.2.6 3 4 0 2 2

reinforcement [B] Article 9.3.7
4 4 4 2 4
Verticality of
15 7 1 1 5 1
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-11
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20171222-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-11
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 6 8 14 15 13
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 1 1 3 5 5
horizontal position

Spacing between
main
reinforcements of
General items

±5 -2 -1 +5 +5 -2
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 +1 -1 -3 +3 -4
Other rebars
10 6 1 2 7 2
position

Cover to [B] Article 9.2.6 0 1 2 3 0

reinforcement [B] Article 9.3.7
2 4 2 4 0
Verticality of
15 10 10 4 1 1
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-10
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20171221-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-10
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 12 7 8 10 9
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 2 4 1 2 1
horizontal position

Spacing between
main
reinforcements of
General items

±5 -4 +3 -4 +4 +1
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 -5 -5 +4 -4 +1
Other rebars
10 3 8 5 2 3
position

Cover to [B] Article 9.2.6 4 4 3 2 0

reinforcement [B] Article 9.3.7
1 0 2 3 0
Verticality of
15 10 10 9 3 3
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-09
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20171220-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-09
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 6 12 7 7 11
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 3 1 5 2 5
horizontal position

Spacing between
main
reinforcements of
General items

±5 -4 -5 +1 -3 -2
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 +3 +5 +1 -2 -1
Other rebars
10 8 6 1 7 3
position

Cover to [B] Article 9.2.6 3 1 0 4 3

reinforcement [B] Article 9.3.7
3 4 0 2 2
Verticality of
15 5 8 2 8 8
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-08
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20171219-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-08
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 5 10 12 3 6
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 3 2 4 1 4
horizontal position

Spacing between
main
reinforcements of
General items

±5 +1 +4 -4 -3 +3
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 -1 +5 -3 -3 -1
Other rebars
10 6 2 6 6 1
position

Cover to [B] Article 9.2.6 4 4 4 2 1

reinforcement [B] Article 9.3.7
3 3 1 4 3
Verticality of
15 9 5 7 8 9
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-07
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20171218-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-07
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 13 10 1 8 15
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 4 5 5 1 2
horizontal position

Spacing between
main
reinforcements of
General items

±5 -4 +5 -5 -1 -4
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 -1 0 +3 +5 -3
Other rebars
10 4 4 7 5 3
position

Cover to [B] Article 9.2.6 0 1 0 4 0

reinforcement [B] Article 9.3.7
4 4 2 4 3
Verticality of
15 6 3 6 1 4
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-06
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20171217-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-06
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 8 15 8 10 1
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 1 5 2 1 5
horizontal position

Spacing between
main
reinforcements of
General items

±5 +4 -5 +1 -2 +4
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 -2 -5 +1 -4 +2
Other rebars
10 8 7 7 1 2
position

Cover to [B] Article 9.2.6 1 1 3 3 2

reinforcement [B] Article 9.3.7
2 1 2 2 2
Verticality of
15 7 10 1 7 7
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-05
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20171216-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-05
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 3 12 10 10 9
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 3 4 3 3 1
horizontal position

Spacing between
main
reinforcements of
General items

±5 -4 -3 +5 0 +3
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 -3 0 -5 -3 +4
Other rebars
10 6 1 1 5 8
position

Cover to [B] Article 9.2.6 1 4 4 0 4

reinforcement [B] Article 9.3.7
3 2 0 0 2
Verticality of
15 7 5 4 6 8
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-04
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20171213-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-04
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 5 13 2 8 8
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 1 1 4 1 2
horizontal position

Spacing between
main
reinforcements of
General items

±5 +2 +3 -3 -1 +4
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 +1 -3 0 +5 +5
Other rebars
10 4 7 4 5 7
position

Cover to [B] Article 9.2.6 0 0 1 2 4

reinforcement [B] Article 9.3.7
2 2 2 4 1
Verticality of
15 10 2 10 4 1
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-03
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20171213-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-11-03
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 3 7 13 8 13
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 5 2 2 2 3
horizontal position

Spacing between
main
reinforcements of
General items

±5 +2 -1 +3 -2 -5
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 0 -2 -5 -3 -3
Other rebars
10 3 2 4 6 7
position

Cover to [B] Article 9.2.6 3 0 1 2 3

reinforcement [B] Article 9.3.7
3 3 4 3 4
Verticality of
15 1 3 4 3 7
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-12-02
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20171213-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-12-02
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 5 7 13 1 13
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 2 2 5 1 5
horizontal position

Spacing between
main
reinforcements of
General items

±5 +5 +1 +3 -2 -3
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 +5 -3 +2 +5 +5
Other rebars
10 6 2 2 1 1
position

Cover to [B] Article 9.2.6 1 3 3 3 4

reinforcement [B] Article 9.3.7
1 1 2 1 1
Verticality of
15 9 5 10 9 10
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-01
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Carrying steel connecting Design it adopts double-sided lap welding, the

1 Meet the requirements
mode, joint position requirements design requirements are met.

The overlap length is above 10cm. 1 copy of

2 Quality of rebar joint [A] Article 5.4.2 test Report, number:MNS70-GJH- Meet the requirements
20171208-001 in line with the acceptance
requirements.

The joints are arranged at the positions with

relatively small stress and meet the uniform
Dominant items

Location and quantity of

3 [A] Article 5.4.4 section requirement. Joints' quantity is A5: 4 Meet the requirements
rebar joints
pieces; A8: 40 pieces. This can meet the
requirements of the acceptance standard.

HRB400:Φ16:528 pieces, HRB400

Rebar variety, grade, size, Design Φ12:1618 pieces, HPB300φ10:756 pieces,
4 Meet the requirements
quantity requirements HPB300φ8:956 pieces, it meets the design
requirements.

Size, location and quantity

5 of heel block of protective [A] Article 5.5.2 It meets the design requirements. Meet the requirements
layer
 Mombasa - Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed Concrete Simple Beam Quality Acceptance
Inspection Record (II) of Reinforcement (Connection and
Installation) Inspection Lot
03011502

Name of Unit
Mombasa Sea-crossing Major Bridge （P2DK0+505.108）
Work

Name of Sectional
Post-tensioned R. C simple beam fabrication
Work

Name of Itemised Part to be

Reinforcement RBE16C-10-01
Work Accepted

Section No. 7 Project Site Office of Mombasa -

Contractor Project Manager Yang Zhenwei
Nairobi Standard Gauge Railway Project

[A]: ''Standard for Construction Quality Acceptance of Railway Concrete Engineering''

Name & Reference No. of
TB10424-2010
Construction Quality
[B]: ''Standard for Construction Quality Acceptance of Railway Bridge and Culvert
Acceptance Standard
Engineering TB'' 10415-2003

Provisions of Construction Quality Acceptance Records of Inspection & Assessment by Acceptance Records by
Standard Contractor Supervision Unit

Bending location
20 7 9 10 11 5
of bent-up bar
Allowable deviation of rebar installation (mm)

Main rebar
5 1 1 1 2 2
horizontal position

Spacing between
main
reinforcements of
General items

±5 -4 +1 +1 -2 -5
bridge surface
1 (prestressed beam) Meet the requirements
stirrup spacing ±10 +4 -2 -4 -3 -3
Other rebars
10 6 1 2 3 5
position

Cover to [B] Article 9.2.6 4 1 3 1 2

reinforcement [B] Article 9.3.7
0 0 0 0 2
Verticality of
15 4 1 1 2 7
stirrup
Self-check result qualified.

Results of Inspection Professional Quality Inspector: Name / /

& Assessment by Technical Director of Itemised
Contractor Name / /
Work
Supervisor of Itemised Work: Name / /

Acceptance
Conclusion of Consultant Engineer: Name / /
Supervision Unit
Position: Bridge Engineer