SOW Att. 5 - 219-265 VAMC Parking Garage-Test Pile Installation Report 11-21-2019.pdf

PDF 216 KB Posted

Attached to
C1DZ--Project 636-508 - VHA A-E Design Expansion of Parking Garage - Omaha, Nebraska Amendment 1
Solicitation number
36C77625R0027
Issued by

About this file

Written by GovTribe AI ·

This is an APG Compression Test Installation Record and Compression Test Layout from Berkel & Company Contractors, Inc. for pile installation at the VAMC Parking Garage project in Omaha, NE (Job #19-265). The document details the installation records for multiple test piles (R1-R8, CT1-CT3, LT1-LT3) installed between November 20-21, 2019. The piles were 16" in diameter with most having a drill length of 114' (except R1 at 121'), installed to a tip elevation of 1102'. The records track detailed installation data including drilling start/end times, grouting parameters (grout pump strokes, volumes, percentages), and steel reinforcement details. A layout drawing shows the positioning of the test piles in a grid pattern with 14' spacing between piles. The document notes there were depth errors with the Pile Installation Recorder (PIR) system during the test pile program, particularly affecting pile R-1's drilling depth.

View the file

Other files

File Type Posted
VAAR 852.219-75 VA Notice of Limitation of Subcontracting Certificate of Compliance for Services.docx DOCX document
36C77625R0027_1.docx DOCX document
Amended Request for SF 330 _ Omaha Parking Garage 36C77625R0027.docx DOCX document
Technical Questions and Answers _ Omaha Parking Garage 36C77625R0027.docx DOCX document
SOW AE Design - Parking Garage Expansion - Omaha Final.docx DOCX document
SOW Att. 2 - VHA Required Div 01 Specification Sections.pdf PDF
PPQ - 36C77625R0027.docx DOCX document
SOW Att. 3 - P14_PG18-15 AE Submission Requirements.pdf PDF
SOW Att 1 - Omaha Garage Expansion View.pdf PDF
SOW Att. 6 - VDCI VAMC Mechanical Asbuilt 03262021.pdf PDF
SOW Att. 10 - Farris Engineering 282300.pdf PDF
SOW Att. 8 - Seasonal Influenza w Vaccines.pdf PDF
SOW Att. 7 - Post Award Specs-Drawings Review Checklist - FINAL - 20221117.docx DOCX document
SOW Att. 9 -316316 VDCI VAMC 316316 Closeout 011822 Guidon NAE.pdf PDF
36C77625R0027.docx DOCX document
SOW Att. 4 - Memo 2019-11-13 SIDC-FOUO.pdf PDF
Show all 16

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Project: Office Rep.: Auger Diameter

Pile Name: Superintendent: Grout Pump Number

Date: Operator: Grout Pump Factor

Job #: Inspector: Surf. Elev.:

Cutoff Elev.:

Pile: R-1 R-2 R-3 R-4 R-5 R-6 R-7 R-8 CT-1 CT-2 CT-3 LT-1 LT-2 LT-3

Date:

Start Drilling:

End Drilling:

Start Grouting:

End Grouting:

Drill Length:

Tip Elev.:

Steel:

Diameter:

Pump #:

C=Cork * A=Air:

Grout Return:

Grout %:

Grout Volume(ft

Total Strokes:

0 - 5

5 - 10

10 - 15

15 - 20

20 - 25

25 - 30

30 - 35

35 - 40

40 - 45

45 - 50

50 - 55

55 - 60

60 - 65

65 - 70

70 - 75

75 - 80

80 - 85

85 - 90

90 - 95

95 - 100

100 - 105

105 - 110

110 - 115

115 - 121

Initial Strokes

Notes from Sean Lemke (Berkel Field Engineer):

Depth error on computer causing R-1 to be drilled to 121' * Depth not working on PIR (Pile Installation Recorder) and will be in working service for production

No PIR recordings were taken for installation of test pile program due to depth issue causing fault throughout the system

Berkel Field Notes by Sean Lemke

11/21/2019 11/20/2019 11/20/2019 11/21/2019 11/21/2019 11/21/2019 11/21/2019 11/21/2019 11/21/2019

95 95 95 95 95 95 95 95 95

19-265

3:47 PM 3:17 PM 2:40 PM 2:04 PM 9:00 AM

VAMC Parking Garage

C-(1-3), L(1-3)

11/21/2019

11/20/2019 11/20/2019 11/20/2019 11/20/2019 11/21/2019

4:11 PM 3:33 PM 2:57 PM 2:21 PM 9:14 AM

4:03 PM 3:33 PM 2:57 PM 2:21 PM 9:14 AM

4:25 PM 3:40 PM 3:03 PM 2:28 PM 9:20 AM

121' 114' 114' 114' 114'

1102' 1102' 1102' 1102' 1102'

1.75" 1.75" 1.75" 1.75" 1.75"/cage

A C C C A

16" 16" 16" 16" 16"

95 95 95 95 95

32' 14' 7' 10' 15'

140% 130% 127% 120% 135%

236.67 207.27 202.86 191.1 214.62

161 141 138 130 146

3 4 5 5 4

5 5 10 16 5

5 6 5 5 5

5 6 5 4 5

6 7 6 4 5

3 6 5 4 6

8 5 4 3 5

6 6 7 4 5

8 7 8 5 6

8 6 7 3 6

7 5 5 4 5

7 7 6 4 6

7 5 6 5 6

7 5 5 4 5

7 5 5 5 6

7 6 6 4 6

6 6 5 5 6

6 6 5 5 6

6 4 4 4 5

6 5 5 8 6

7 7 5 7 7

6 5 5 6 10

6 5 4 6 8

12 12 10 10 12

10:02 AM

8:40 AM 5:28 PM 4:59 PM 10:52 AM 10:19 AM

8:21 AM 5:14 PM 4:44 PM 10:37 AM

5:28 PM 4:59 PM 10:52 AM 10:19 AM

8:46 AM 5:45 PM 5:07 PM 10:58 AM 10:25 AM

8:40 AM

1.75"/cage #11/cage #11/cage

16" 16" 16" 16" 16"

114' 114' 114' 114' 114'

1102' 1102' 1102' 1102' 1102'

1.75"/cage 1.75"/cage

A A A A C

10' 15' 5' 15' 12'

122% 130% 133% 130% 119%

194.04 207.27 211.68 207.27 189.63

132 141 144 141 129

5 10 4 4 4

5 8 5 5 5

7 5 4 4 4

6 5 5 6 5

5 5 5 6 6

5 5 6 5 5

5 5 6 5 4

5 5 5 6 6

6 5 6 6 5

5 6 6 6 6

5 4 5 6 5

5 5 6 6 5

6 6 5 6 5

5 6 6 6 5

5 5 6 6 6

5 6 6 6 4

6 6 7 6 5

7 6 7 7 6

5 5 7 6 5

5 5 7 5 5

Tyler McElvain

Fred Imgarten

Clifton Wade

Andy Thiele

5 6 6 6 5

4 4 6 5 5

4 6 6 5 6

9:44 AM 12:54 PM 12:19 PM 11:49 AM

9:49 AM 1:02 PM 12:25 PM 11:54 AM

9:29 AM 12:34 PM 12:04 PM 11:14 AM

9:44 AM 12:54 PM 12:19 PM 11:49 AM

#11/cage #11/cage #11/cage #11/cage

16" 16" 16" 16"

114' 114' 114' 114'

1102' 1102' 1102' 1102'

127% 121% 124% 126%

201.39 192.57 196.98 199.92

A C 95 C

10' 7' 15' 17'

6 10 5 5

8 4 4 4

137 131 134 136

5 4 4 4

5 5 5 5

5 5 5 5

5 5 5 6

5 5 6 5

5 5 5 6

5 5 6 5

5 5 5 6

5 6 6 5

5 6 5 5

5 5 6 6

5 5 5 5

6 5 5 6

6 5 6 5

6 5 5 6

5 5 5 5

6 6 6 6

3 3 4 4

6 5 6 5

6 5 7 7

BERKEL & COMPANY CONTRACTORS, INC

APG COMPRESSION TEST INSTALLATION RECORD

11 12 15

1216'

1102'

11 12 12 12 12 12

16"

1.47

7 6 6 5

BERKEL & COMPANY CONTRACTORS, INC

Compression Test Layout

Project: Pile Type:

Pile Name: Diameter:

Date: Length:

Pile: Pile: Pile: Pile:

Diameter: Diameter: Diameter: Diameter:

Length: Length: Length: Length:

Pile: Pile: Pile:

Diameter: Diameter: Diameter:

Length: Length: Length:

Pile: Pile: Pile: Pile:

Diameter: Diameter: Diameter: Diameter:

Length: Length: Length: Length:

Pile: Pile: Pile:

Diameter: Diameter: Diameter:

Length: Length: Length:

14' 14' 14'

16"

114'

R-1

16"

121'

16"

114'

16"

114'

10'

10'

114'

CT-1

16"

114'

LT-1 LT-3

R-5

16"

114'

LT-2

R-6

16"

114'

R-7

16"

114'

R-8

16"

CT-2

16"

114'

CT-3

16"

114'

10'

VAMC Parking Garage

R-4

16"

114'

R-2

16"

114'

R-3

16"

114'

C-(1-3), L(1-3)

11/21/2019

APG

16"

114'

North Arrow

BERKEL & COMPANY CONTRACTORS, INC.

PILING INSTALLATION RECORD

Job No. Sheet No. 1 Rig No.: 1 Date:

Job Name: Location Omaha, NE Pump Cal : 1.47 Weather:

1 R4 16 1216.00' 1216.00' 1102.00' 114.00' 114.00' 130 159.17 1.47 191.1 1.68 120%

2 R3 16 1216.00' 1216.00' 1102.00' 114.00' 114.00' 138 159.17 1.47 202.86 1.78 127%

3 R2 16 1216.00' 1216.00' 1102.00' 114.00' 114.00' 141 159.17 1.47 207.27 1.82 130%

4 R1 16 1216.00' 1216.00' 1102.00' 121.00' 121.00' 161 168.95 1.47 236.67 1.96 140%

5 R8 16 1216.00' 1216.00' 1102.00' 114.00' 114.00' 144 159.17 1.47 211.68 1.86 133%

6 R7 16 1216.00' 1216.00' 1102.00' 114.00' 114.00' 144 159.17 1.47 211.68 1.86 133%

6 691.00' 691.00' 131%

0 0.00' 0.00'

6 691.00' 691.00'

Appv'd BERKEL & COMPANY CONTRACTORS, Inc.

General Contractors

By By: Fred Imgarten

GRAND

TOTAL

TOTAL

TODAY

TOTAL

PREV.

19-265

PILE

NO.

GROUND

SURFACE

ELEVATION

PILE

CUTOFF

ELEVATION

PILE

DIA.

VAMC Parking Garage

11/20/2019

% GRT

VOL OVER

THEO

GROUT PUMP

CAL.

ACTUAL

GROUT VOL

THIS PILE

GROUT TAKE

C. FT. P/L.FT.

PILE TIP ELEV.

PILE

PAY LENGTH

THEO.

GROUT VOL

THIS PILE

PILE

DRILL LENGTH

GROUT PUMP

STROKES

Rainy/Cool

BERKEL & COMPANY CONTRACTORS, INC.

PILING INSTALLATION RECORD

Job No. Sheet No. 1 Rig No.: 1 Date:

Job Name: Location Omaha, NE Pump Cal : 1.47 Weather:

1 R6 16 1216.00' 1216.00' 1102.00' 114.00' 114.00' 132 159.17 1.47 194.04 1.70 122%

2 R5 16 1216.00' 1216.00' 1102.00' 114.00' 114.00' 146 159.17 1.47 214.62 1.88 135%

3 C3 16 1216.00' 1216.00' 1102.00' 114.00' 114.00' 137 159.17 1.47 201.39 1.77 127%

4 C2WC 16 1216.00' 1216.00' 1102.00' 114.00' 114.00' 129 159.17 1.47 189.63 1.66 119%

5 C1 16 1216.00' 1216.00' 1102.00' 114.00' 114.00' 141 159.17 1.47 207.27 1.82 130%

6 L3WC 16 1216.00' 1216.00' 1102.00' 114.00' 114.00' 136 159.17 1.47 199.92 1.75 126%

7 L2 16 1216.00' 1216.00' 1102.00' 114.00' 114.00' 134 159.17 1.47 196.98 1.73 124%

8 L!WC 16 1216.00' 1216.00' 1102.00' 114.00' 114.00' 131 159.17 1.47 192.57 1.69 121%

8 912.00' 912.00' 125%

6 691.00' 691.00'

14 1603.00' 1603.00'

Appv'd BERKEL & COMPANY CONTRACTORS, Inc.

General Contractors

By By: Fred Imgarten

Sunny

GRAND

TOTAL

TOTAL

TODAY

TOTAL

PREV.

PILE

DIA.

PILE

NO.

VAMC Parking Garage

PILE

PAY LENGTH

PILE

DRILL LENGTH

GROUT PUMP

STROKES

PILE

CUTOFF

ELEVATION

PILE TIP ELEV.

% GRT

VOL OVER

THEO

GROUT TAKE

C. FT. P/L.FT.

THEO.

GROUT VOL

THIS PILE

18-058

GROUND

SURFACE

ELEVATION

ACTUAL

GROUT VOL

THIS PILE

11/21/2019

GROUT PUMP

CAL.

File details come from the government source that posted it. Updated .