W912QR25R0016_CERT_Final_Vol5_TunnelGDR_3of28_A2-0000.pdf

PDF 16 MB Posted

Attached to
ROUGH RIVER DAM SAFETY MODIFICATION PHASE II: NEW OUTLET WORKS AND CUTOFF WALL PROJECT
Solicitation number
W912QR25R0016
Issued by

About this file

This is Volume 5, Part 3 of 28 of a Tunnel Geotechnical Data Report (GDR) containing boring logs and data for Boring 1802 at the Rough River Dam Safety Modification Project Phase II. The document includes detailed geotechnical boring logs, pressure test results, and photographic documentation of core samples from elevation 528.9 feet down to 408.5 feet. The boring data shows various limestone and shale layers, fracture zones, weathered sections, and geological features encountered during drilling, with specific notations about rock quality, structural characteristics, and groundwater conditions. The boring was drilled on 1/11/2019 using a CME 45T drill rig to a total depth of 122.6 feet, with detailed documentation of core recovery rates, rock quality designation (RQD), and fracture characteristics throughout the boring depth.

The report is a technical appendix supporting the larger dam safety modification project being conducted by the US Army Corps of Engineers Louisville District at Rough River Reservoir in Falls of Rough, KY. This geotechnical data will inform the design and construction of the new outlet works and cutoff wall components of the project. The document includes multiple data visualization methods including optical televiewer images, acoustic amplitude data, natural gamma readings, and caliper measurements to characterize the subsurface conditions.

View the file

Other files

File Type Posted
W912QR25R0016_CERT_Final__Plans-0009.pdf PDF
W912QR25R0016_CERT_Final_Specs-0009.pdf PDF
W912QR25R0016_CERT_Final_V1A_OTW_Plans-0008.pdf PDF
W912QR25R0016_CERT_Final_V1B_OTW_Plans-0008.pdf PDF
W912QR25R0016_CERT_Final_Specs-0008.pdf PDF
W912QR25R0016_CERT_Final__V3_CTWSTR_Plans-0008.pdf PDF
W912QR25R0016_CERT_Final_Specs-0007.pdf PDF
W912QR25R0016-0006.pdf PDF
W912QR25R0016_CERT_Final_Plans-0005.pdf PDF
W912QR25R0016_CERT_Final_Specs-0005.pdf PDF
W912QR25R0016_CERT_Final_EnviroAssess-0005.pdf PDF
W912QR25R0016_CERT_Final_Plans-0004.pdf PDF
W912QR25R0016_CERT_Final_Specs-0004.pdf PDF
W912QR25R0016_CERT_Final_Specs-0003.pdf PDF
W912QR25R0016_CERT_Final_Vol5_ MFR_ConcreteMatTest-0003.pdf PDF
W912QR25R0016_CERT_Final_Plans-0003.pdf PDF
Site Visit Sign In Sheet.docx DOCX document
W912QR25R0016_CERT_Final_Specs-0002.pdf PDF
Virtual Registration.pdf PDF
W912QR25R0016_CERT_Final_Specs-0001.pdf PDF
W912QR25R0016 0001.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ PH1B_DrillFMCR_18of20_E2-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol5_TunnelGDR_20of28_D1-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ PH1B_DrillFMCR_9of20_C2-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ PH1B_DrillGroutCCR_3of9_2B-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol5_TunnelGDR_15of28_B1-0000.pdf PDF
W912QR25R0016_CERT_Final_V4c_Specs-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ ProjGIR_13of16_F-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ ProjGIR_14of16_G-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol5_TunnelGDR_18of28_B4-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ ProjGIR_7of16_B5-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ PH1B_DrillFMCR_1of20-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol5_TunnelGDR_28of28_E-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ PH1B_DrillFMCR_10of20_C3-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ ProjGIR_16of16_I-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ PH1B_DrillGroutCCR_1of9-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ PH1B_UpstreamBoringLog-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ ProjGIR_1of16-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ PH1B_DrillGroutCCR_9of9_5-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ PH1B_DrillGroutCCR_7of9_4B-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol5_TunnelGBR_MainReport-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ ProjGIR_10bof16_C2b-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ PH1B_DrillFMCR_19of20_E3-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_1941_GeoReport-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ PH1B_DrillGroutCCR_8of9_4C-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ ProjGIR_4of16_B2-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ ProjGIR_9bof16_C1b-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_ PH1B_DrillFMCR_2of20_A-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol6_1953_DesignMemo1-0000.pdf PDF
W912QR25R0016_CERT_Final_Vol5_TunnelGDR_1of28_MainReport-0000.pdf PDF
Show 40 more

Latest 50 of 114 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

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

Text version

Solicitation For Rough River Dam Safety Modification Project Phase II - New Outlet Works and Cutoff Wall, Rough River Reservoir, Falls of Rough, KY

P2: 145870

Design-Bid-Build

Tunnel Geotechnical Data Report (GDR) Vol. 5 (3 of 28) Subappendix A2

Certified Final

20 December 2024

W912QR25R0016

ARIMS: 1200

Disposition: Permanent

W912QR25R0016_CERT_Final_Vol5_TunnelGDR_3of28_A2-0000

Rough River Dam Geotechnical Data Report for Tunnel Construction

Volume 5: Project GDR

Appendix A - OTW Phase I Exploratory Data (3 of 28)

ROUGH RIVER, FALLS OF ROUGH, KY

LOUISVILLE DISTRICT, LRD DIVISION

Subappendix A2: Boring 1802

NGVD29

Q U

A D

K .B

TY

PE LO

G

STAT

LO

G

G

IN

G D

A

TE

W

ITN

ESSED

B

Y

D R

ILLIN

G

M

EA

S. FR

O

M

D .F.

ELEV

A

TIO

N

C O

M

PA

N Y

O

TH

ER

SER

V

IC

ES

B

IT SIZE (IN

B

TM

LO

G

G

ED

IN

TER

V A

L (FT)

API

STIC

K

U P:

C A

SIN

G

A R

M

(FT)

R

EM

A R

K S:

PER

M

A N

EN

T D

A

TU

M

STA

TE:

ARM

M A

G . D

EC

LIN

A

TIO

N (D

EG

R U

N N

O

N O

R

TH

IN

G

A R

M D

EPTH

(FT)

SEC

FLD

C O

U N

TY

A B

O V

E PER

M

. D A

TU

M

FIELD

/SITE:

A R

M N

O

G .L.

LO

G

M

EA

SU

R

ED

FR

O M

W

ELL ID

LO

C

A

TIO

N

FLU

ID

LEV

EL IN

H O

LE (FT)

COMP

TW

P:

R

EC

O R

D

ED

B Y

EA

STIN

G

A

PI N

O

C A

SIN

G

SIZE (IN

)/D

EPTH

(FT)

CNTY

WELL

TO

P LO

G G

ED

IN

TER

V

A

L (FT)

D R

ILLER

D

EPTH

(FT)

228.38

A

TV

.G R

6.83

G round Surface

B reckinridge

121.78

6.83 6.25/5

N/A

6.25/5 6.06

121.8

27.01

Falls of R ough

121.7

190280

Falls of Rough

N /A

Stantec

0.6

A D

C -1802

28.32

Stantec

03.12.2019

4.1 W

D

. R ajkovic

6.25/5

K Y

6.83

119.01

190280

03.12.2019 03.12.2019

G round Surface

H

PFM

A

KY

4.1 W

O

TV

.G R

Breckinridge

121.87

D . R ajkovic

Ford F-350 (M obile)

C om bo Log

D . R ajkovic

ADC-1802

4.1 W

N /A

Symbols

Open Fracture Bedding Discontinuous Fract

Part. Open Fract Broken/Void/Soft Zone

Structure

Fluid Level

Bottom of Casing

Receiving Zone

Producing Zone

Down Flow

Depth

1in:2ft

Optical Image

0° 0°180°90° 270° Natural Gamma

0 200API

Acoustic Amplitude

0° 0°180°90° 270°

Acoustic Travel Time

0° 0°180°90° 270° Elevation

Vertical Flow

Ambient

Gal/Min

U p

D ow n

Acoustic Caliper

5 6in

Plane Projection

0° 0°180°90° 270°

Dip & Dip Direction

0 90

Sy m bo ls

528.0

527.0

526.0

525.0

524.0

523.0

522.0

521.0

520.0

519.0

518.0

517.0

516.0

515.0

514.0

513.0

512.0

511.0

510.0

509.0

508.0

507.0

506.0

505 0

505.0

504.0

503.0

502.0

501.0

500.0

499.0

498.0

497.0

496.0

495.0

494.0

493.0

492.0

491.0

490.0

489.0

488.0

487.0

486.0

485.0

484.0

-0.091

-0.099

483.0

482.0

481.0

480.0

479.0

478.0

477.0

476.0

475.0

474.0

473.0

472.0

471.0

470.0

469.0

468.0

467.0

466.0

465.0

464.0

463.0

-0.095

-0.090

462.0

461.0

460.0

459.0

458.0

457.0

456.0

455.0

454.0

453.0

452.0

451.0

450.0

449.0

448.0

447.0

446.0

445.0

444.0

443.0

442.0

-0.058

-0.041

441.0

440.0

439.0

438.0

437.0

436.0

435.0

434.0

433.0

432.0

431.0

430.0

429.0

428.0

427.0

426.0

425.0

424.0

423.0

422.0

421.0

0.000

0.000

420.0

419.0

418.0

417.0

416.0

415.0

414.0

413.0

412.0

411.0

410.0

409.0

408.0

0.000

Depth

1in:2ft

Optical Image

0° 0°180°90° 270° Natural Gamma

0 200API

Acoustic Amplitude

0° 0°180°90° 270°

Acoustic Travel Time

0° 0°180°90° 270° Elevation

Vertical Flow

Ambient

Gal/Min

U p

D ow n

Acoustic Caliper

5 6in

Plane Projection

0° 0°180°90° 270°

Dip & Dip Direction

0 90

Sym bols

COVER GDR 3 of 28
Subappendix A2
ADC-1802 Boring Log
ADC-1802 Core Photos
ADC-1802 OATV

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