Addendum 3 - Harbuck Pond Rd
1 MB Posted
- Solicitation number
- 7BR
- Issued by
- Miller County, Georgia
About this file
This is Addendum 3 to the Invitation to Bid for the Marion County Seven Bridges Maintenance & Repairs project in Georgia. The addendum provides supplemental information related to the Harbuck Pond Road bridge (Serial Number 197-5003-0), which intersects Shoal Creek and is one of seven bridges included in the overall maintenance and repair initiative. The project requires bidders to furnish all labor, equipment, and materials necessary to complete maintenance and repair improvements in accordance with the Georgia Department of Transportation's Standard Specifications of Transportation Systems (Current Edition), Supplemental Specifications (Current Edition), and Special Provisions.
The addendum modifies or clarifies specific requirements, specifications, or conditions originally outlined in the main bid documents for the Harbuck Pond Road bridge component. As an addendum to the larger seven-bridge project solicitation, it serves to ensure all bidders have access to the most current and complete project information before submitting their proposals. Bidders are required to acknowledge receipt of this addendum as part of their bid submission process.
Text of this file
Georgia Department of Transportation
6-Revised inventory or operating ratings; load limits
Bridge Inspection Report
District: 4841300000 - D3 District Three
Structure ID:
Location ID:
197-5003-0
197-00012X-005.01N
Inspection Area:
Over: SHOAL CREEK
Road Name:
County:
Bridge Information:
Marion
HARBUCK POND RD
Structure ID:
Marion
197-5003-0
Inspection Area:
Road Name:
4841300000 - D3 District ThreeDistrict:
HARBUCK POND RD
Location ID:
County:
197-00012X-005.01N SHOAL CREEKOver:
Inspection Date:
Evaluation
Topside Inspection Team
Team Leader: Jason T. Edwards
Justin MartinAssistants:
04/11/2019Inspection Type: General
Deck
NBIS Condition 7 - Good Condition
4.5" concrete deck
Light to moderate shrinkage cracking and scaling.
All deck joints are leaking.
Material: O. Concrete
1. ConcreteDeck Wearing Surface Type:
Superstructure
NBIS Condition 7 - Good Condition
7-W12X27 beams 6 at 16'= 96'
Full lateral supports.
Paint is peeling and flaking on all beams.
Year Painted:
Temperature (F):
1960Material: M. Steel
Paint Type : 1- Lead Chromate Oil Alkyd System
Substructure
NBIS Condition 4 - Poor Condition
4-timber piles under concrete caps
Bents 3, 4, and 5 have sway bracing.
Cap size 21" H x 20" D x 25.5'L..
Minor erosion under abutments caps.
Caps have minor cracking.
Pile 1, bent 2 has a 4' H x 5 1/2"D x 7"W rotten section.
Pile 4, bent 6 has a 18"H x 6"D x rotten section, the rotten section is the entire outside of the pile at the groundline.
Year Painted:Material: K. Timber-Concrete
0- Not ApplicablePaint Type :
General
Built: 1960 96' x 24' Logan design Hardback Pond Road
Bridge requires posting, posting signs are not present. Letter sent 4/29/2019. wbp
This Bridge:
Confined Space: Traffic Control Needed:No No
Conditional Situations
Access Equipment:
Waders:
None
Hip boots
Topside Boat: None
Special Imaging Device: None
Equipment Used
Printed: 04/29/2019 Page 2 of 13
197-5003-0
Inspection Area:
Road Name:
4841300000 - D3 District ThreeDistrict:
HARBUCK POND RD
Location ID:
County:
197-00012X-005.01N SHOAL CREEKOver:
Load Rating and Posting
Truck Type Gross/H-Modified HSModified Tandem 3-S-2 Log Piggy
Calculated Posting
Posting Required
Existing Posting
18 23 17 27 22 00
Yes No Yes No Yes No
18 00 17 00 22 00
Item 103 Temporarily Shored : Posting Required:No Yes
B. Open, posting recommendedItem 41 - Structure Open, Posted or Closed:
Element Data
Element Quantity State 1 State 2 State 3 State 4Parent Element Env*Measurement Unit
12-Reinforced Concrete Deck 2424 2324 1002SQUARE FEET
107-Steel Open Web Girder/Beam 672 6722Linear Foot
515-Steel Protective Coating (107) 2406 107-Steel Open Web
Girder/Beam
0 24062SQUARE FEET
215-Reinforced Conc Abutment 52 522Linear Foot
228-Timber Pile 20 16 2 22Each
234-Reinforced Conc Pier Cap 130 1302Linear Foot
301-Pourable Joint Seal 144 0 1442Linear Foot
Env* = Environment
Defects
Element State 2 State 3 State 4Defect
12-Reinforced Concrete Deck 100Cracking (RC and Other)
228-Timber Pile 2 2Decay/Section Loss
301-Pourable Joint Seal 144Leakage
515-Steel Protective Coating (107) 2406Oxide Film Degradation Color/Texture
Maintenance Items
Activity Work
Quantity Priority Location
Completion
Date Comments
Inspection
Date
520 - BRUSH AND TREE
CUTTING (PERSON HOURS)
C all cut and remove04/14/2015
000 - BRIDGE PAINTING (Not performed by Highway
Maintenance, used by Bridge
Mntce) ()
C all beams clean and paint
04/14/2015
825 - PILE REPAIR/RELATED
REP (NUMBER PILES)
B
Pile 1, bent 2 and Pile 4, bent 6 replace rotten piles04/14/2015
800 - BRIDGE JOINT SEALING
(LINEAR FEET)
C all joints clean and seal04/14/2015
Printed: 04/29/2019 Page 3 of 13
197-5003-0
Inspection Area:
Road Name:
4841300000 - D3 District ThreeDistrict:
HARBUCK POND RD
Location ID:
County:
197-00012X-005.01N SHOAL CREEKOver:
No Specialized Inspection performed on this bridge.
Printed: 04/29/2019 Page 4 of 13
197-5003-0
Inspection Area:
Road Name:
4841300000 - D3 District ThreeDistrict:
HARBUCK POND RD
Location ID:
County:
197-00012X-005.01N SHOAL CREEKOver:
No Other Special Inspection performed on this bridge.
Printed: 04/29/2019 Page 5 of 13
197-5003-0
Inspection Area:
Road Name:
4841300000 - D3 District ThreeDistrict:
HARBUCK POND RD
Location ID:
County:
197-00012X-005.01N SHOAL CREEKOver:
No Fracture Critical Inspection performed on this bridge.
Printed: 04/29/2019 Page 6 of 13
197-5003-0
Inspection Area:
Road Name:
4841300000 - D3 District ThreeDistrict:
HARBUCK POND RD
Location ID:
County:
197-00012X-005.01N SHOAL CREEKOver:
Bridge Components
Bearing Data
Span # Rear Type Bearing Forward Type Bearing Remarks
1 08 - Beam on Cap08 - Beam on Cap
2 08 - Beam on Cap08 - Beam on Cap
3 08 - Beam on Cap08 - Beam on Cap
4 08 - Beam on Cap08 - Beam on Cap
5 08 - Beam on Cap08 - Beam on Cap
6 08 - Beam on Cap08 - Beam on Cap
Superstructure Data
Span # Beam Type Beam Spacing RemarksLength # Beams
1 4Steel W12X2716 7
2 4Steel W12X2716 7
3 4Steel W12X2716 7
4 4Steel W12X2716 7
5 4Steel W12X2716 7
6 4Steel W12X2716 7
Printed: 04/29/2019 Page 7 of 13
197-5003-0
Inspection Area:
Road Name:
4841300000 - D3 District ThreeDistrict:
HARBUCK POND RD
Location ID:
County:
197-00012X-005.01N SHOAL CREEKOver:
This bridge has no intersected feature.
Printed: 04/29/2019 Page 8 of 13
197-5003-0
Inspection Area:
Road Name:
4841300000 - D3 District ThreeDistrict:
HARBUCK POND RD
Location ID:
County:
197-00012X-005.01N SHOAL CREEKOver:
No Underwater Inspection performed on this bridge.
Printed: 04/29/2019 Page 9 of 13
197-5003-0
Inspection Area:
Road Name:
4841300000 - D3 District ThreeDistrict:
HARBUCK POND RD
Location ID:
County:
197-00012X-005.01N SHOAL CREEKOver:
F :
C :
D :
A :
B :
E :
Waterway Information
G :
H :
J :
I :
K :
Location of Bridge Height :
Scour Condition :
Waterway Adequacy :
Channel Protection :
Comments :
10' forward bent 3
Substructure Skew = Channel Skew = Stream Angle =0 10 10
Bridge Height Taken: DOWNSTREAM
Printed: 04/29/2019 Page 10 of 13
197-5003-0
Inspection Area:
Road Name:
4841300000 - D3 District ThreeDistrict:
HARBUCK POND RD
Location ID:
County:
197-00012X-005.01N SHOAL CREEKOver:
Actual Vertical Clearance at
Point of Impact :
Total # of Beams in Span :
# of Damaged Beams :
Beam Type :
Span # with Beam Damage :
Minimum Vertical Clearance : ft - in ft - in
Collision Information
Posted Vertical Clearance :
Report Type :
ft - in
Report Date :
Damage Location in Span :
Damage Details :
Repair Details :
Damage Type :
Additional Comments :
Repairs Required : No Repairs Made : No
Printed: 04/29/2019 Page 11 of 13
197-5003-0
Inspection Area:
Road Name:
4841300000 - D3 District ThreeDistrict:
HARBUCK POND RD
Location ID:
County:
197-00012X-005.01N SHOAL CREEKOver:
Photographs
197-5003-0_B_8;BENT-2 (2).jpg
SKETCH
197-5003-0_B_8;BENT-6 (2).jpg
SKETCH
197-5003-0_roadway_2019-4-11.JPG
Looking north
197-5003-0_sideview_2019-4-11.JPG
Required sideview
197-5003-0_pile_4_bent_6_2019-4-11.JPG
Pile 4, bent 6 has an 18"H x 6"D rotten section, the rot is the entire outer shell of the pile at the ground line.
197-5003-0_superstructure_2019-4-11.JPG typical underneath
Printed: 04/29/2019 Page 12 of 13
197-5003-0
Inspection Area:
Road Name:
4841300000 - D3 District ThreeDistrict:
HARBUCK POND RD
Location ID:
County:
197-00012X-005.01N SHOAL CREEKOver:
Photographs
197-5003-0_pile_1_bent_2_2019-4-11.JPG
Pile 1, bent 2 has a 4' H x 5 1/2"D x 7"W rotten section
Printed: 04/29/2019 Page 13 of 13
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
File details come from the government source that posted it. Updated .