CIP_4211_Pothole_2_DATA,COB,_SW_Hart_Rd_Round_2.pdf
PDF 799 KB Posted
- Solicitation number
- 26-020
- Issued by
- Washington County, Barlow City, Oregon
About this file
This is a Test Hole Report Sheet prepared by VacX for the City of Beaverton, Oregon, documenting utility coordination investigations conducted on June 5, 2023, related to CIP 4211 pothole work on SW Hart Road. The report contains four detailed test hole surveys (TH #A, #B-REVISED, #C-REVISED, and #D-REVISED) documenting a Ziply Fiber communications utility encased in concrete running east-west along SW Sorrento Road. Each test hole includes specific measurements of concrete encasement dimensions, pavement core thickness, elevation data, and utility depths relative to established point of contact markers. Test Hole A documents an 8-inch asphalt concrete pavement core with concrete height of 2.90 feet and width of 1.50 feet, with the utility marked with a tell-tale indicator. Test Holes B, C, and D provide revised measurements taken at different station locations (2+18, 2+18, and 5+48 respectively), with varying utility depths ranging from approximately 2.75 to 4.84 feet below ground surface. The measurements were conducted by Jason Jones of VacX with support from Ken, though photographic documentation quality was compromised due to camera battery failure.
All survey data includes horizontal and vertical distance calculations from established point of contact references to utility structure components, with elevations referenced to a storm crossing point of contact at elevation 216.39 feet. The utility coordination work was conducted under VacX reference number V23-10895 with rod measurements, ground elevations, and utility elevations systematically documented for each test hole location. Contact information for utility coordination services and preparation details are provided, identifying Jason Jones as the responsible party with contact information at (541) 505-5074 extension 105 and (541) 517-0754 cellular, along with email JJ@Vacx.com. This documentation appears to support the preconstruction utility investigation phase of the CIP 4211 waterline improvement project requiring pothole investigations along the Hart Road alignment.
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Text version
TH # A
VacX # V23-10895 Utility Owner/operator: Ziply Fiber
Customer: City of Beaverton Utility type: Comm, Concrete Encasement.
Date: 6/5/2023 Pothole Location: SW Sorrento Rd, Beaverton.
Pvmt. Core
Thickness: N/A Concrete. Height: 2.90 ft Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? YES Width: 1.50 ft All measurements were taken from the South edge
23.50' North of VacX P.K. of the encasement. Unfortunately the camera Sketch apparent X-section of structure:
battery died and the pictures
Approximate station location: 1+37 were taken with Kens phone so they are not very
-2.69 ft. good quality.
(Est) -5.59 ft.
-0.19
-2.50 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
2.88 5.57 -2.69 1.80 5.57 -3.77 218.61 217.34 214.84
Rod Grnd Rod Util. Dist.
3.07 5.57 -2.50
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
SW Sorrento Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Comm, Concrete Encasement.
Runs E/W.
#A - Concrete Encasement Communications.
Runs E/W.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
(541) 517-0754 Cell Email: JJ@Vacx.com
TH # B-REVISED
VacX # V23-10895 Utility Owner/operator: Ziply Fiber
Customer: City of Beaverton Utility type: Comm, Concrete Encasement.
Date: 6/5/2023 Pothole Location: SW Sorrento Rd, Beaverton.
Pvmt. Core
Thickness: 8" A.C Concrete. Height: Unknown Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? NO Width: 1.50 ft All measurements were taken from the South edge
7.40' North of VacX P.K. of the encasement. Unfortunately the camera Sketch apparent X-section of structure:
battery died and the pictures
Approximate station location: 2+18 were taken with Kens phone so they are not very
-3.27 ft. good quality.
(Est) Unknown ft.
0.19
-3.46 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.35 7.62 -3.27 1.80 7.62 -5.82 218.61 216.25 212.79
Rod Grnd Rod Util. Dist.
4.16 7.62 -3.46
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Sorrento Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Comm, Concrete Encasement.
Runs E/W.
#B - Concrete Encasement Communications.
Runs E/W.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # C-REVISED
VacX # V23-10895 Utility Owner/operator: Ziply Fiber
Customer: City of Beaverton Utility type: Comm, Concrete Encasement.
Date: 6/5/2023 Pothole Location: SW Sorrento Rd, Beaverton.
Pvmt. Core
Thickness: 8" A.C Concrete. EST Hgt: Unknown Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? NO EST Width: 1.50 ft Unfortunately the camera battery died and the
2.00' North of VacX P.K. pictures were taken with Kens phone so they are Sketch apparent X-section of structure:
not very good quality, Approximate station location: 2+18 All measurements were taken from the North edge
-2.75 ft. of the encasement.
(Est) Unknown ft.
0.03
-2.78 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
4.35 7.10 -2.75 1.80 7.10 -5.30 218.61 216.09 213.31
Rod Grnd Rod Util. Dist.
4.32 7.10 -2.78
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Horiz dist P.K to util. structure:
SW Sorrento Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Comm, Concrete Encasement.
Runs E/W.
#C - Concrete Encasement Communications.
Runs E/W.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
TH # D-REVISED
VacX # V23-10895 Utility Owner/operator: Ziply Fiber
Customer: City of Beaverton Utility type: Comm, Concrete Encasement.
Date: 6/5/2023 Pothole Location: SW Sorrento Rd, Beaverton.
Pvmt. Core
Thickness: N/A Concrete. EST Hgt: Unknown Remarks: P.K is 2.00 ft North of South curbface.
Set utility tell-tale? YES EST Width: 1.50 ft Unfortunately the camera battery died and the
19.30' North of VacX P.K. pictures were taken with Kens phone so they are Sketch apparent X-section of structure:
not very good quality, Approximate station location: 5+48 All measurements were taken from the North edge
-4.84 ft. of the encasement.
(Est) Unknown ft.
-0.67
-4.17 ft.
ADDITIONAL MEASURMENT FROM STORM CROSSING P.K (ele 216.39):
Rod P.K Rod Util. Dist. Rod Stm Rod Util. Dist. Elev P.K Elev Grnd Elev Utility
2.97 7.81 -4.84 1.80 7.81 -6.01 218.61 216.77 212.60
Rod Grnd Rod Util. Dist.
3.64 7.81 -4.17
Horiz dist P.K to util. structure:
TEST HOLE REPORT SHEET
Vertical dist P.K to btm of utility:
VacX P.K is set at 90 degrees to utility.
Vertical dist P.K to top of utility:
Util. material:
Vertical dist P.K to grnd surface:
X-section looking WEST Cover depth over utility:
SW Sorrento Rd C/L.VacX P.K
Utility Coordination Service
(541) 505-5074
Comm, Concrete Encasement.
Runs E/W.
#D - Concrete Encasement Communications.
Runs E/W.
VacX P.K
Facing North.Facing North.
Prepared by: Jason Jones, VacX
(541) 505-5074 ext 105
File details come from the government source that posted it. Updated .