B.08.02 - 01 Paving Calendar.pdf

PDF 2 MB Posted Aug 24, 2023

Attached to: MK AIRBASE CARGO APRON QUALITY ASSURANCE SUPPORT Federal contract opportunity
Solicitation number: W912GB23R0051
Issued by: Department of the Army European Command

About this file

Written by GovTribe AI · Dec 21, 2023

This document contains a paving schedule and plan for construction work at Mihail Kogalniceanu air base in Romania. The schedule outlines 47 lanes to be paved between May 2023 and November 2023, with specific paving dates assigned to each lane. It also includes a diagram labeling areas, runways, and joint details for the cargo apron pavement construction. The related federal contract opportunity is a solicitation from the Department of the Army seeking quality assurance support for the cargo apron construction at Mihail Kogalniceanu air base, with an anticipated award date in 2023.

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Other files for this federal contract opportunity

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B.08.02 - 01 Combined Drawings.pdf	PDF	Aug 24, 2023
B.08.02 - 04 Concrete QA Testing.xlsx	XLSX spreadsheet	Aug 24, 2023
B.08.02 - 03 Base Access (MK Airbase, Romania).xlsx	XLSX spreadsheet	Aug 24, 2023
B.08.02 - 03 Base Access.pdf	PDF	Aug 24, 2023
B.08.02 - 03 Base Access (New Vehicle Template).DOCX	DOCX document	Aug 24, 2023
B.08.02 - 01 Contractors Jointing Plan.pdf	PDF	Aug 24, 2023
B.08.02 - 01 Paving Plan.pdf	PDF	Aug 24, 2023
B.08.02 - Solicitation W912GB23R0051 - Final.pdf	PDF	Aug 24, 2023

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22F0120 MKCA

Contractor: SKE

Subcontractor: A7 Beton

Schedule of works and Paving schedule

PAVING LANE TL TL TL TL 1 TL OD TL TL TL TL TL 2 OD 3 4 5 6 7 8 OD 9 10 11 12 TO TO TO TO 13 14 15 16 17 OD 18 19 20 21 22 23 OD 24 25 26 29, TO TO TO TO 27 28 31

32, MP OD MP MP MP MP 34 35 OD MP MP MP MP TO TO TO TO 36 37 MP

M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S

No.

Crt.

Paving Lane no.

Lane Type:

PILOT - PL

INFILL - IL

Area

Activity schedule no.

Surface

(m2)

Quantity

(m3)

Concrete

BCR 5

S1: <50 mm

S2: 50-75 mm

Remarks

PAVING (P)

MANUAL (M)

-S ep -2

-S ep

-2

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-2

-S ep

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-D ec

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-2

1 1 (TEST LANE) PL A3 F2530 801.00 305.58 S1 P 1

2 2 PL A3 F2550 699.00 278.47 S1 P 2

3 2A AEL 3.6 IL A3 F3170 36.00 14.28 S2 M 2A

4 2B AEL 3.7 IL A3 F3170 30.00 11.90 S2 M 2B

5 2C AEL 3.8 IL A3 F3170 36.00 14.28 S2 M 2C

6 2R S IL A1 F3170 36.75 15.36 S2 M 2RS

7 3 PL A3 F2550 801.00 305.58 S1 P 3

8 4 PL A3 F2550 801.00 305.58 S1 P 4

9 5 PL A3 F2550 801.00 305.58 S1 P 5

10 6 PL A3 F2550 801.00 305.58 S1 P 6

11 7 PL A2 F3050 801.00 305.58 S1 P 7

12 8 PL A2 F3050 801.00 305.58 S1 P 8

13 9 PL A1 F3070 801.00 305.58 S1 P 9

14 10 PL A1 F3070 801.00 305.58 S1 P 10

15 11 PL A1 F3070 801.00 305.58 S1 P 11

16 12 PL A1 F3070 801.00 305.58 S1 P 12

17 13 PL A1 F3070 801.00 305.58 S1 P 13

18 14 PL A1 F3070 699.00 278.47 S1 P 14

19 14A AEL 3.3 IL A1 F3120 36.00 14.28 S2 M 14A

20 14B AEL 3.2 IL A1 F3120 30.00 11.90 S2 M 14B

21 14C AEL 3.1 IL A1 F3120 36.00 14.28 S2 M 14C

22 14 R N IL A1 F3120 36.75 15.36 S2 M 14RN

23 15 PL DELTA F2560 795.18 315.42 S1 P 15

24 15A STB.D.1&2 IL DELTA F3190 36.00 14.28 S2 M 15A

25 15 R N IL DELTA F3190 55.00 22.99 S2 M 15RN

26 16 PL DELTA F2560 795.18 315.42 S1 P 16

27 16A STB.D.5&6 IL DELTA F3190 36.00 14.28 S2 M 16A

28 16 R S IL DELTA F3190 55.00 22.99 S2 M 16RS

29 17 IL A3 F2550 801.00 305.58 S1 P 17

30 18 IL A3 F2550 801.00 305.58 S1 P 18

31 19 IL A3 F2550 801.00 305.58 S1 P 19

32 20 IL A3 F2550 765.00 291.90 S1 P 20

33 20A AEL 3.5 IL A3 F3170 36.00 13.68 S2 M 20A

34 21 IL A2 F3050 701.76 267.87 S1 P 21

35 21A SC2 IL A2 F3150 36.00 13.68 S2 M 21A

36 21B SC3 IL A2 F3150 30.00 11.40 S2 M 21B

37 21C SC4 IL A2 F3150 33.24 12.63 S2 M 21C

38 22 IL A2 F3050 801.00 305.58 S1 P 22

39 23 (ridge) IL DELTA F2560 795.18 316.02 S1 P 23 RIDGE

40 23A STB.D.3&4 IL DELTA F3190 36.00 13.68 S2 M 23A

41 24 IL A2 F3050 801.00 305.58 S1 P 24

42 25 IL A1 F3070 765.00 291.90 S1 P 25

43 25A AEL 3.4 IL A1 F3120 36.00 13.68 S2 M

44 26 IL A1 F3070 801.00 305.58 S1 P 26

45 27 IL A1 F3070 801.00 305.58 S1 P 27

46 28 IL A1 F3070 801.00 305.58 S1 P 28

47 29 PL FOXTROT F3050 180.00 68.40 S1 P 29

48 29 R N IL FOXTROT F3210 37.00 15.47 S2 M 29RN

49 29 R S IL FOXTROT F3210 37.00 15.47 S2 M 29RS

50 30 PL FOXTROT F3050 324.00 128.52 S1 P 30

51 30 R N IL FOXTROT F3210 101.00 42.22 S2 M 30RN

52 30 R S IL FOXTROT F3210 101.00 42.22 S2 M 30RS

53 31 (Reinf slabs 2 +2) PL FOXTROT F2580 1,065.00 404.70 S1 P 31

54 32 IL FOXTROT F3050 193.68 74.80 S1 P 32

55 33 IL FOXTROT F3050 252.00 95.76 S1 P 33

56 33RN IL FOXTROT F3210 38.00 15.88 S2 M 33RN

57 33RS IL FOXTROT F3210 38.00 15.88 S2 M 33RS

58 34 (Reinf slabs 2 +2) IL FOXTROT F2580 1,065.00 415.14 S1 P 34

59 35 (Reinf slabs 2 +2) IL FOXTROT F2580 1,065.00 422.45 S1 P 35

60 36 IL A3 F2550 700.88 267.38 S1 P 36

61 37 IL A1 F3070 700.88 267.38 S1 P 37

M2 M3

TOTAL 28,600.47 11,023.67

BCR5 S1 27,581.73 10,611.60

BCR5 S2 1,018.74 412.07

SP64i REb 5.25

TIME OFF

TEST L PREP QC TEST RESULTS

TIME OFF

DEMOBILIZATION (include all works associated, demobilization, site clean, etc.)

MOB

JOINTS CUTTING & SEALANT (include all - first cut, widening, cleaning, sealing, protection, etc. as per spec. 32 13 14.13)

CURING (include curing as per spec 32 13 14.13)

CONCRETE PAVING (Include all works associated formwork, geotextile, reinforcement, dowels, concrete paving, texture, etc.)

MOBILIZATION (include all works associated)

First cut will be done in the first 24 hours after paving; Joint widening will be done in March 2024 and joint sealing will be done in April 2024

GHEORGHE, Cristina Typewriter

GHEORGHE, Cristina Typewriter Annex 2 Time schedule

GHEORGHE, Cristina Typewriter

GR2.2

GR1.2

GR2.1

GR1.1

6.005.125.115.116.006.006.006.006.006.006.006.00

5.005.005.006.006.006.006.006.006.006.006.006.005.00

C-17

24° 25.5°

24° 25.50°

33.00° 40.00°

40.00°

33.00°

31.00°

9.15009.150012.20006.1000

18.3000

24°25.5°

24°25.50°

33.00°40.00°

40.00°33.00°

31.00°

4.80 4.80 6.00 6.00 4.88 4.88

22.1440

5.54 5.54 5.54 5.54

78°

R R

R R R R R R

RRRRR

R R

R RRR

15.00

3.00

6.00

6.00 3.00

9.00 3.00

Restricted access area 78.00 temporary ramp 5.007.00

6.00 6.006.00 6.006.00 6.006.00 6.006.00 6.006.00 6.006.00 6.006.00 6.006.00 4.994.99 4.98

6.00 3.00

12.99

13.10 3.00

3.00 3.00

6.00 3.00

3.00 3.00

6.00

3.00

15.00

31.80 0.94

2.26

3.63

4.15

5.24

2.79

2.07

2.83

5.57

3.19 2.21 1.71 1.13

5.59

1.44 8.39

6.16 2.78

6.64

2.27

4.65

4.52

8.80

0.89 4.26

2.62 2.39

3.20

1.14

0.9985

2.32

3.63

5.60

2.86

2.18

3.04

5.59 3.22 2.21 1.71

4.21 2.65

5.320.56

8.341.64

6.32 2.85

6.66

2.37

7.15

3.47

1.99

2.49

1.00

6.00

1.99 0.563.50

2.49

SC2

SC3

SC4

AEL 3.6

AEL 3.8

AEL 3.5

AEL 3.4

AEL 3.3

AEL 3.1

STB.D.8

STB.D.1

STB.D.2

STB.D.3

STB.D.4

STB.D.5

STB.D.6

STB.D.7

AEL 3.2

AEL 3.7

E3 E505

11.2514

6.0000

5.2500

6.0014

6.0014 please provide center line height marks.

Taxiway middle lane will be paved with center-crowned profile

35 34 33 3230 2931

3.8759

5.9988

R R R

R R

Paving day Paving line No.

1 1 (test line) 2 2 (pilot lane) 3 3 (pilot lane) 4 4 (pilot lane) 5 5 (pilot lane) 6 6 (pilot lane) 7 7 (pilot lane) 8 8 (pilot lane) 9 9 (pilot lane) 10 10 (pilot lane) 11 11 (pilot lane) 12 12 (pilot lane) 13 13 (pilot lane) 14 14 (pilot lane) 15 15, 16 (pilot lanes) 16 17 (fill-in lane) 17 18 (fill-in lane) 18 19 (fill-in lane) 19 20 (fill-in lane)

1)Paving calendar

Notes:

1) Calendar is provided as a sample to demonstrate the that 7 day curing is planned before operation of hauling and paving equipment on newly paved lanes. Real sequence and number of paving days can be adjusted on-site, considering weather, holidays and on-site conditions.

2) Geodetical height marks (surveyed with tachymeter) for each adjacent joint crossing point of the existing pavements (remaining part of the taxiway in the East, as well as existing

Taxiway Foxtrot in the North and South) are required;

3) Free, flat-surfaced and stable adjacent area is required at the start and the end of each paving lane (20m), as well as on both sides of the paving area (1.5m) provided with a minimum bearing capacity of 125 MN/m2 to allow maneuvers of the paver, texture curing machine and concrete delivery transport (>1000 trucks). It is strongly recommended that all the designed structures in this area (asphalt shoulder, gutter, jet blast deflector foundation and high mast foundation) are constructed only after PCC is finished; otherwise, work sequence and details shall be carefully organized and coordinated with A7 BETONS so that the required access for PCC installation is provided; however, damage risks to the previously built structures cannot be excluded.

4) Asphalt layer of the designed asphalt shoulder next to the apron and taxiway must be installed after PCC is finished;

5) Bottom layers of the designed asphalt shoulder next to PCC apron and taxiway should be built so that enough space (50cm wide) for metal formwork installation is left next to the PCC area (which has 48 cm deep thickened edge all around), and the free area must have stabilized base on the same level as the stabilized base under apron and taxiway pavement;

6) No vibrating works are allowed in the closest 100m area to the PCC during PCC installation works and until the required strength of PCC is obtained.

7) The paving plan includes adjusted positions of mooring points to provide the best joint plan. All the adjustions have been done in accordance with UFC and Aircraft Technical Order. In accordance with UFC.

20 21 (fill-in lane) 21 22 (fill-in lane) 22 23 (fill-in lane) 23 24 (fill-in lane) 24 25 (fill-in lane) 25 26 (fill-in lane) 26 27 (fill-in lane) 27 28 (fill-in lane) 28 29 (pilot lane) 29 30 (pilot lane) 30 31 (pilot lane) 34 32 (fill-in lane) 35 33 (fill-in lane) 36 34 (fill-in lane) 37 35 (fill-in lane)

38-43 SP64i rebuild to 5.25m width

44 36 (fill-in lane) 45 37 (fill- in lane) 46 manual placement area 1/2 47 manual placement area 1/2

Paving day Paving line No.

Legend

Expansion joint Construction joint (doweled) Contraction joint

Reinforced slabs Test line Pilot line Fill-in line Manual placement area

37 Paving line No.

Cargo apron in Mihail Kogalniceanu air base, Romania

SIA A7 BETONS

Reg.No. LV40103681522

PAVING PLAN

05.2023.

Stefan.CROITORU Arrow

Stefan.CROITORU Typewriter 150 m from runaway center line

Stefan.CROITORU Arrow

Stefan.CROITORU Typewriter

AREA 2

Stefan.CROITORU Typewriter

AREA 1

Stefan.CROITORU Typewriter

FOXTROT

Stefan.CROITORU Typewriter

DELTA

Stefan.CROITORU Arrow

Stefan.CROITORU Typewriter

Stefan.CROITORU Arrow

Stefan.CROITORU Typewriter

Stefan.CROITORU Arrow

Stefan.CROITORU Callout 14 R N

Stefan.CROITORU Callout

2R SOUTH

Stefan.CROITORU Callout 30 R N

Stefan.CROITORU Callout 30 R S

Stefan.CROITORU Callout 33 R N

Stefan.CROITORU Callout 33 R S

Stefan.CROITORU Callout 29R N

Stefan.CROITORU Callout 29 R S

Stefan.CROITORU Callout 15 R N

Stefan.CROITORU Callout 16 R S

Stefan.CROITORU Typewriter

AREA 3

F0276C-JP_V10-PAVING_PLAN_paving calendar adn

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PAVING_PLAN_A7_BETONS (2)

File details come from the government source that posted it. Updated Aug 24, 2023.