CIP_4211_Pothole_2_DATA,COB,_SW_Hart_Rd_Round_2.pdf
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- Solicitation number
- 26-020
- Issued by
- Washington County, Barlow City, Oregon
About this file
This is a test hole report sheet documenting utility coordination findings for the City of Beaverton's pothole investigation along SW Sorrento Road, prepared by VacX on June 5, 2023. The report contains four separate test holes (TH #A, TH #B-Revised, TH #C-Revised, and TH #D-Revised) all related to VacX reference number V23-10895 and identifying a Ziply Fiber communications utility encased in concrete running east-west beneath the roadway. Each test hole documents specific measurements including pavement core thickness, concrete encasement dimensions, elevation data, and vertical/horizontal distances from project control points. Test hole locations are identified by approximate station locations ranging from 1+37 to 5+48, with measurements documented from either the south or north edge of the encasement. The report indicates that photographic documentation was attempted but compromised due to camera battery failure.
The utility coordination data provides critical subsurface information necessary for the related capital improvement projects in Beaverton, specifically addressing pothole investigations for CIP 4211 (SW Hart Road waterline improvements) and CIP 4136 (SW 22nd Street waterline and sewer improvements). Each test hole entry identifies the utility owner/operator as Ziply Fiber, confirms the utility type as communications with concrete encasement, and documents whether utility tell-tales were set at the location. Vertical distances to the bottom of the utility structure range from approximately 2.50 to 4.84 feet below the project control points, with ground surface elevations documented between 212.60 and 217.34 feet. All measurements were conducted by Jason Jones of VacX, with contact information provided for utility coordination services at (541) 505-5074.
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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 .