Mombasa-Nairobi Standard Gauge Railway Project

R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection

Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-28
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 7.7 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180307- ;The strength is 70.9MPa,
67.4MPa, 64.1MPa, 63.7MPa, 66.6MPa,
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180227-006(ZZ) ,The
condition
strength is 62.6MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180227-007(ZZ) ,The
elasticity modulus is 40.2MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-28
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-27
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 8.5 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180305- ;The strength is 64.7MPa,
66.8MPa, 68.4MPa, 68.7MPa, /
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180225-008(ZZ) ,The
condition
strength is 63.4MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180225-009(ZZ) ,The
elasticity modulus is 40.9MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-27
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-26
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 6.2 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180303- ;The strength is 68.8MPa,
65.2MPa, 66.2MPa, 66.2MPa, /
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180223-009(ZZ) ,The
condition
strength is 61.8MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180223-010(ZZ) ,The
elasticity modulus is 40.7MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-26
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-25
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 8.1 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180301- ;The strength is 69.7MPa,
68.3MPa, 62.7MPa, 63.2MPa, 65.5MPa,
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180221-008(ZZ) ,The
condition
strength is 64.1MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180221-009(ZZ) ,The
elasticity modulus is 40.9MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-25
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-24
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 8.9 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180228- ;The strength is 63.8MPa,
69.3MPa, 69.2MPa, 64.7MPa, /
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180219-008(ZZ) ,The
condition
strength is 62.9MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180219-009(ZZ) ,The
elasticity modulus is 40.1MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-24
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-23
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 8.3 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180226- ;The strength is 67.9MPa,
69.0MPa, 64.3MPa, 64.7MPa, /
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180217-011(ZZ) ,The
condition
strength is 63.7MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180217-012(ZZ) ,The
elasticity modulus is 40.4MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-23
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-22
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 6.8 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180224- ;The strength is 69.2MPa,
63.1MPa, 65.1MPa, 64.2MPa, 64.5MPa,
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180215-008(ZZ) ,The
condition
strength is 64.0MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180215-009(ZZ) ,The
elasticity modulus is 40.2MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-22
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-21
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 7.8 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180222- ;The strength is 68.5MPa,
67.6MPa, 64.9MPa, 65.7MPa, /
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180211-008(ZZ) ,The
condition
strength is 63.6MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180211-009(ZZ) ,The
elasticity modulus is 40.9MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-21
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-12-20
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 9.7 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180220- ;The strength is 64.8MPa,
64.8MPa, 67.1MPa, 68.8MPa, /
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180206-010(ZZ) ,The
condition
strength is 63.2MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180206-011(ZZ) ,The
elasticity modulus is 39.9MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-12-20
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-19
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 6.4 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180218- ;The strength is 69.2MPa,
68.1MPa, 63.0MPa, 63.4MPa, 64.7MPa,
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180204-010(ZZ) ,The
condition
strength is 63.9MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180204-011(ZZ) ,The
elasticity modulus is 43.0MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-19
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-18
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 9.8 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180216- ;The strength is 68.8MPa,
65.2MPa, 66.2MPa, 66.2MPa, /
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180202-007(ZZ) ,The
condition
strength is 64.8MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180202-008(ZZ) ,The
elasticity modulus is 40.7MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-18
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-17
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 6.6 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180214- ;The strength is 67.8MPa,
69.4MPa, 63.2MPa, 64.6MPa, 64.5MPa,
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180131-007(ZZ) ,The
condition
strength is 63.1MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180131-008(ZZ) ,The
elasticity modulus is 44.1MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-17
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-16
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 6.4 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180212- ;The strength is 63.8MPa,
69.3MPa, 69.2MPa, 64.7MPa, /
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180129-005(ZZ) ,The
condition
strength is 68.1MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180129-006(ZZ) ,The
elasticity modulus is 43.5MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-16
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-15
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 6.6 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180210- ;The strength is 67.9MPa,
69.0MPa, 64.3MPa, 64.7MPa, /
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180127-007(ZZ) ,The
condition
strength is 65.7MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180127-008(ZZ) ,The
elasticity modulus is 42.6MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-15
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-14
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 5.6 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180208- ;The strength is 65.4MPa,
68.0MPa, 65.5MPa, 67.7MPa, 62.9MPa,
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180125-007(ZZ) ,The
condition
strength is 63.5MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180125-008(ZZ) ,The
elasticity modulus is 42.3MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-14
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-13
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 7.9 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180206- ;The strength is #REF!
#REF! #REF! #REF! #REF!
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180123-007(ZZ) ,The
condition
strength is 63.8MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180123-008(ZZ) ,The
elasticity modulus is 42.3MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-13
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-12
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 7.2 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180204- ;The strength is #REF!
#REF! #REF! #REF! #REF!
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180121-005(ZZ) ,The
condition
strength is 63.5MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180121-006(ZZ) ,The
elasticity modulus is 41.5MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-12
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-11
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 7.7 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180202- ;The strength is 63.3MPa,
69.6MPa, 64.8MPa, 65.8MPa, 67.5MPa,
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180119-007(ZZ) ,The
condition
strength is 63.0MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180119-008(ZZ) ,The
elasticity modulus is 41.2MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-11
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-10
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 7.2 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180123- ;The strength is #REF!
#REF! #REF! #REF! #REF!
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180117-005ZZ) ,The
condition
strength is 63.4MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180117-006(ZZ) ,The
elasticity modulus is 41.5MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-10
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-09
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 6.6 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180121- ;The strength is 67.5MPa,
63.5MPa, 68.3MPa, 63.5MPa, #REF!
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180114-005(ZZ) ,The
condition
strength is 66.4MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180114-006(ZZ) ,The
elasticity modulus is 42.3MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-09
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-08
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 6.9 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180119- ;The strength is #REF!
#REF! #REF! #REF! #REF!
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180112-005(ZZ) ,The
condition
strength is 66.5MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180112-006(ZZ) ,The
elasticity modulus is 41.8MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-08
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-07
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 6.6 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180117- ;The strength is #REF!
#REF! #REF! #REF! #REF!
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180110-005(ZZ) ,The
condition
strength is 64.3MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180110-006(ZZ) ,The
elasticity modulus is 42.9MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-07
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-06
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 8.8 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180115- ;The strength is 67.1MPa,
66.1MPa, 66.3MPa, 66.3MPa, 66.0MPa,
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180105-010(ZZ) ,The
condition
strength is 62.7MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180105-011(ZZ) ,The
elasticity modulus is 42.6MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-06
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-05
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 8.4 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180113- ;The strength is #REF!
#REF! #REF! #REF! #REF!
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180103-009(ZZ) ,The
condition
strength is 63.6MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180103-010(ZZ) ,The
elasticity modulus is 42.4MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-05
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-04
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 5.4 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180113- ;The strength is #REF!
#REF! #REF! #REF! 65.0MPa,
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20180101-003(ZZ) ,The
condition
strength is 62.9MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20180101-004(ZZ) ,The
elasticity modulus is 42.6MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-04
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-03
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 7.1 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180113- ;The strength is 66.1MPa,
67.0MPa, 66.0MPa, 66.4MPa, 66.6MPa,
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20171230-009(ZZ) ,The
condition
strength is 63.7MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20171230-010(ZZ) ,The
elasticity modulus is 41.3MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-11-03
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-12-02
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 7.0 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 Meet the requirements
grade 6.4.11 NMS70-TKY-20180111- ;The strength is #REF!
#REF! #REF! #REF! #REF!
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the same

Curing specimen conditions. There are 1 copy of compressive strength test
strength grade [A] Article report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20171228-007(ZZ) ,The
condition
strength is 64.4MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20171228-008(ZZ) ,The
elasticity modulus is 42.4MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance Inspection
Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Nairobi National Park Super Major Bridge （DK5+901)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-12-02
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

Acceptance
Conclusion of Consultant Engineer Name / /
Supervision Unit
Position ：Experimental
Engineer
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance
Inspection Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Mombasa Sea-crossing Major Bridge(P2DK0+505.108)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-01
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

[A] Article
6.4.9 Watering maintenance for 14 days meeting inspection
1 Concrete curing Meet the requirements
[B] Article requirements .
9.2.8

Mold removal
When mold is removed, temperature difference between
temperature [A] Article
2 concrete surface and environment is Meet the requirements
difference and 6.4.10
Conditions 8.6 ℃, the acceptance requirements are met.

5 groups standard curing specimens indwelling,

Concrete strength [A] Article 1 compressive strength test report, No.:MNS70-
3 NMS70-TKY-20180108- ;The strength is 65.9MPa, Meet the requirements
grade 6.4.11
66.7MPa, 67.1MPa, 67.3MPa, 65.8MPa,
Meet the design and inspection requirements.
Dominant items

Reserve 1 group of curing specimen which require the

Curing specimen same conditions. There are 1 copy of compressive strength
strength grade [A] Article test report for the curing specimen which require the same
4 Meet the requirements
under the same 6.4.12 conditions,
number: NMS70-TKY-20171225-003(ZZ) ,The
condition
strength is 60.2MPa; Meet the design and
inspection requirements.

Reserve 1 group elasticity modulus specimens;

[A] Article 1 copy of elasticity modulus test report,
5 Elastic modulus Meet the requirements
6.4.13 number: NMS70-TTM-20171225-004(ZZ) ,The
elasticity modulus is 42.6MPa, Meet the design
and inspection requirements.

Test piece
sampling and 1 group of anti-permeability grade test pieces is reserved; 1
retention of [A] Article copy of anti-permeability grade test report, No. MNS00-
6 Meet the requirements
concrete 6.4.14 TKS-S70-20160104-001; anti-permeability grade is ≥P20.
impermeability Meet the design and inspection requirements.
grade
 Mombasa-Nairobi Standard Gauge Railway Project
R. C ＆ Prestressed R. C Simple Beam Quality Acceptance
Inspection Record (II) of Concrete (Construction) Inspection Lot
03011503

Name of Unit
Mombasa Sea-crossing Major Bridge(P2DK0+505.108)
Work
Name of
Post-tensioned R. C simple beam fabrication
Sectional Work
Name of Itemised
Concrete Part to be Accepted RBE16C-10-01
Work
Section No. 7 Project Site Office of Mombasa-Nairobi
Contractor Project Manager Yang ZhenWei
Standard Gauge Railway Project

[A]:"Standard for Constructional Quality Acceptance of Railway Concrete Engineering" TB10424-

Name & Reference No. of
2010
Construction Quality
[B]: "Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering"
Acceptance Standard
TB10415-2003

Provisions of Construction Quality Records of Inspection & Assessment by Acceptance Records by

Acceptance Standard Contractor Supervision Unit

Anti-corrosion
[A] Article
7 strengthen / /
6.4.15
measures

Concrete surface [A] Article After examination, concrete surface without cracks meets
8 Meet the requirements
crack 6.4.16 the inspection standards.
Dominant items

Allowable deviation for weighing the raw

Cement,
admixtu ±1% Weighing deviations are ≤1%, conform to the regulations
materials (one single time) (%)

re

Coarse
and fine
9 ±2% Weighing deviations are ≤ 2%, conform to the regulations Meet the requirements
aggregat
e

Water,
±1% Weighing deviations are≤ 1%, conform to the regulations
additive

Self-check result qualified.

Results of Professional Quality Inspector Name / /

Inspection &
Assessment by Technical Director of Itemised
Contractor Name / /
Work

Supervisor of Itemised Work Name / /

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