QQ - FY26 Trimble Road Culvert Failure_Quick Quote.pdf

Trimble Road Culvert Failure Replacement Ft. PICKETT, Blackstone VA.

Project # 133908 11 August 2026

Page 1of 3

TO: Department of Military Affairs ATTN: VAFP-FP (Billy Cole)

TEL: 434/292-6221

CELL: 804-814-6510

SCOPE OF SERVICES

I. GENERAL:

The work can be generally described as the excavation, removal, and replacement of damaged culverton Trimble Road just North of Range Control Range Gate entry within the Fort Pickett Training Area. Culvert is crushed from the top, invert has completely rusted out, and slope protection has washed away. All existing pipe is Corrugated Metal Pipe (CMP) and will be replaced with Polymer Coated arched/elongated pipe. Length is approx. 60 feet with a 48” span. The roads will be restored to pre-excavation conditions to include trench compaction, guardrail replacement/removal, spreading stone base and grading to drain. The work is considered to be non-capital construction.

II. SUMMARY OF WORK

a. The failed culvert on Trimble Road near the Range Entry gate is 48” CMP. This pipe is 2’ below the road surface. Remove pipe, reinstall approx. 60LF of 48” span, 16 GA Polymer Coated arched/elongated Pipe.

b. Remove grouted rip rap inlet/outlet protection and store on site for re-use. Place geotextile fabric to assist with slope stabilization prior to VDOT rip rap type II placement per VDOT Spec.

c. There is a wood guardrail system (approx. 83” East Side and 87” West side’) on both sides of the road. Remove only what is necessary to replace culvert, store and then reinstall at completion of project ensuring proper run-on/run-off flair. The contractor is responsible for the secure storage of all the components to this system, to include horizontal timber, wood post, steel backer plates and bolts, nuts and washers. Shortages will be the contractor's responsibility to replenish. Contractor to quote for an allowance for any sections found that will need to be replaced due to deterioration.

d. The pipe shall be bedded as required by Section 302 of the Virginia Roads and Bridges Specifications (2022 Edition). See attached.

III. CONSTRUCTION REQUIREMENTS:

a. These roads will have to be 100% bypass until the work within this project is completed. The work must be completed as quickly as possible once it has been started.

b. The contractor must coordinate directly with Fort Pickett Range Operations to “OCCUPY” and “DEPART” the work site daily.

c. Road closure signs, barriers and flagging personnel (if needed) are to be provided by the contractor.

d. Coordinate bypass routes with Ft Pickett Range Operations and Department of Public Works (DWP).

e. Even though this area has not been used as a range in recent history (last 25 years) it may have residual munitions or remnants of such from activities from as far back as World War II. Range Operations, Project # 133908 11 August 2026

Fort Pickett, provides a one-hour training session on how to recognize UXO (Unexploded Ordnance) as well as other items that may be encountered while digging on Fort Pickett. The training will provide immediate actions required upon encountering UXO and crucial contact numbers for eradication.

Contractors (all personnel working on this project) will be required to schedule and attend this training prior to starting this work.

f. All the CMP to be removed will be delivered to the Fort Pickett Recycling Center.

g. The Contractor is responsible for calling Miss Utility at least 7 days prior to digging.

h. Entry to Fort Pickett requires a valid photo identification [Real ID] card for every person in the vehicle.

i. All vehicles must have valid registration and inspection.

j. There will be an opportunity (not mandatory) site visit on August 20, 2026 at 2:00 PM. Meet at building 234 at the corner of Rives and 9th Street. Let me know if you plan to come (804-814-6510).

IV. Materials:

a. Pipe bedding shall be #57 washed stone (if required) and/or VDOT #26 or #27 stone.

b. Inlet and outlet protection (Riprap) shall be VDOT Class II

c. Nonwoven Geotextile GTX-2019-01-296. US 160NW is a nonwoven needle punched geotextile made of 100% polypropylene staple filaments or equal for RIPRAP bedding.

d. Culvert shall be 16-gauge, polymer coated CMP (Corrugated Metal Pipe) with 10/10 grade coating.

e. CMP connector bands, straps, brackets and bolts shall be polymer coated from same manufacturer as the pipe.

f. Road bedding, backfill and surface treatment shall be VDOT #21A, 21B or #33 Select (match existing).

g. Pressure Treated (PT) lumber shall be Grade 1 or better with not less than .40/lbs chemicals per cubic foot.

h. Steel bolts shall be A325 galvanized

i. Do not damage, kill or remove any trees, that are not designated to be removed, during execution of this contract.

V. Excavation

a. The contractor will be responsible for workplace safety. All trenches and confined spaces shall conform to pertinent requirements OSHA 1926 to include:

1. Either trench boxes or benched excavation or sloped excavation (not to exceed 1.5:1 %)

2. Ladders or other means of egress.

3. No stockpiling of materials near trench edge

b. Excavation shall be planned and proceed in such a way that the hauling assets are able to safely enter and exit the work site without slipping, spinning, rutting or turning over.

c. Stored spoils shall be spread and compacted so that water does not stand or seep into the pile.

d. Additional fill materials are available for use (no costs) within 5 miles of Range 14 work site. Less than a mile from the other 2 culvert sites. Requests to open the site must be approved by Ft Pickett Environmental. They will inspect the site before and after use. Contractor to perform required actions to close the site (grade to drain, seed, mulching). The contractor is responsible for loading and hauling the material to worksite.

VI. Planting Soil and Seed

Project # 133908 11 August 2026

a. Existing, on-site soil.

b. Seed and Other Packaged Materials: Deliver packaged materials in original, unopened containers.

c. Quality: Seed of grass species as listed below for solar exposure, with not less than 85 percent germination, not less than 95 percent pure seed, and not more than 0.5 percent weed seed.

1. Kentucky 31 or Turf Type Tall Fescue 95-100%

2. Kentucky Blue Grass 0-5%

VII. Fertilizers and Mulch

a. Commercial-grade complete fertilizer of neutral character, consisting of fast- and slow-release nitrogen, 50 percent derived from natural organic sources of urea formaldehyde, phosphorous, and potassium in the following composition:

b. Distribution: 1 lb/1000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium, by weight.

c. Composition: Nitrogen, phosphorous, and potassium

d. Straw mulch shall be air-dry, clean, mildew- and seed-free, salt hay or threshed straw of wheat, rye, oats, or barley.

VIII. REFERENCES:

a. VDOT Road and Bridge Standards 2016 Edition

b. VDOT Road and Bridges Specifications 2022

c. Fort Pickett 1:50,000 map

d. Fort Pickett 350-1

e. US Army Corps of Engineers Unexploded Ordnance (UXO) Safety

IX. The CO-7, General Conditions of the Construction Contract, has been created specifically for the use of agencies of the Commonwealth of Virginia and will be adhered to in its entirety for this project. Complete forms can be found at:

https://dgs.virginia.gov/search/documents-and-forms/?filter=DEB

North Rd https://dgs.virginia.gov/search/documents-and-forms/?filter=DEB

Culvert Location

Range Entry

Project Location

2016 ROAD & BRIDGE STANDARDS

2016 ROAD & BRIDGE STANDARDS

D-PG-4

ALUMINUM

CORRUGATED

METAL PIPE

ARCHES

NOT TO SCALE

A

M

A

G

S D

C W

F n e t a d s s t a t e t n u s P

R O

J E

C T

S S t a n d a r d

D r a w in g s

F o ld e r

W o r k in g

F o ld e r f o r

E u g e n e D

R A

F T

P I P

E

C

U L

V E

R T

S

A

N D

E

N D

W A

L L

S

C u lv e r t s a n d

F lu m e s D

P G d g n

FERROUS AND

DEPARTMENT OF TRANSPORTATION

STATE OF TENNESSEE

DRAWING

STANDARD

APPROVAL NOT REQUIRED

MINOR REVISION -- FHWA

LLP

SPAN OF PIPE - ARCH3

GENERAL NOTES

SHOWN ON PLANS FOR MINIMUM SPACE BETWEEN PIPE - ARCHES.

WHEN CLASS "A" BEDDING IS USED, A DETAIL SHALL BE

12"

48"

UP TO 35"

42" TO 142"

145" TO 199"

SPAN

N

SPAN

WITH CLASS "B" OR "C" BEDDING

MINIMUM SPACE (N) BETWEEN PIPE - ARCHES

SPAN

PIPE - ARCH CULVERT DETAIL

PIPE - ARCH CULVERTS

SKEW DETAIL FOR

TOP

SPAN

CORNER

BOTTOM

RISE

OF SURVEY

DIRECTION

CULVERT

LC

LC

ROAD

BEVELED ENDS.

NOTES D AND I REGARDING

CENTERLINE. SEE GENERAL

AT 90° TO CULVERT

CUT END OF CULVERT

CORRUGATIONS WILL NOT FIT.

CULVERT, A CONCRETE COLLAR SHALL BE USED IF A COUPLING BAND WITH ANNULAR

BANDS WITH ANNULAR CORRUGATIONS SHALL BE ALLOWED. WHEN EXTENDING AN EXISTING

SPECIFICATIONS M36 AN M196, SECTIONS ON END FINISH AND COUPLING BANDS. ONLY COUPLING

(CIRCUMFERENTIAL) ENDS WHERE THE CULVERT IS TO BE JOINED. SEE CURRENT AASHTO

TYPE I AND TYPE II PIPE WITH HELICAL CORRUGATIONS SHALL BE REROLLED TO FORM ANNULAR K

CAUSE FOR REJECTION OF THE PIPE ESPECIALLY IF IT IS IN THE CORNER RADII.

ANY EVIDENCE OF WRINKLING OR BUCKLING IN THE CORRUGATED METAL PIPE - ARCHES SHALL BE J

BEVEL PIPE ON FLATTER SLOPE THAN 2 : 1.

PIPE - ARCH CULVERTS WITH SPAN LESS THAN 57" ARE NOT TO HAVE THEIR ENDS BEVELED. DO NOT I

OTHERWISE SHOWN).

WITH FIVE AND ONE - THIRD (51#3) BOLTS PER FOOT IN EACH LONGITUDINAL SEAM (UNLESS

PLATES FOR ALUMINUM STRUCTURAL PLATE STRUCTURES ARE STANDARD 9" X 21#2" CORRUGATION H

FOUR (4) BOLTS PER FOOT IN EACH LONGITUDINAL SEAM (UNLESS OTHERWISE SHOWN).

PLATES FOR STEEL STRUCTURAL PLATE STRUCTURES ARE STANDARD 6" X 2" CORRUGATION WITH G

VARIATION OF MATERIALS OR CORRUGATION WILL NOT BE PERMITTED IN ANY LINE OF PIPE.F

STANDARD SPECIFICATIONS.

POLYMERIC COATED PIPE - ARCH, WHEN REQUIRED, SHALL CONFORM TO SECTION 915.03 OF THE E

MEASUREMENT OF PAYMENT, DETAILS OF BEVELED ENDS AND RIP-RAP PROTECTION.

ESTIMATING PLANS QUANTITIES. SEE STANDARD DRAWING NO. D-PE-8 FOR METHOD OF

LENGTH OF PIPE SHALL BE IN INCREMENTS OF EVEN TWO (2) FEET FOR THE PURPOSE OF D

ACROSS THESE CULVERTS DURING CONSTRUCTION.

TO FULLY ACCOMMODATE THE HEAVY CONSTRUCTION VEHICLES AND SHALL BE THE ONLY ACCESS

CONSTRUCTION VEHICLES OVER THEM. THE WIDTH OF THIS EXTRA COVER SHALL BE WIDE ENOUGH

COVER OF FOUR (4) FEET SHALL BE PLACED OVER CULVERTS PRIOR TO DRIVING HEAVY

THE HEIGHTS OF COVER SHOWN IN THE TABLES ARE FOR FINISHED CONSTRUCTION. A MINIMUM C

BOTTOM AND SHAPED TO FIT THE PIPE - ARCH.

NO. D-PB-1. THE BEDDING MATERIAL UNDER ALL PIPE - ARCHES, SHALL BE LOOSE UNDER THE

ALL CORRUGATED METAL PIPE - ARCHES SHALL BE INSTALLED ACCORDING TO BEDDING STANDARD B

PIPE SHALL CONFORM TO SECTION 915 OF THE STANDARD SPECIFICATIONS.A

TO RIGHT OR LEFT IS 90°.

OF ROADWAY. MAXIMUM SKEW

RIGHT OR LEFT OF CENTERLINE

SKEW ANGLE IS MEASURED TO

6" - 1" 4’ - 7"

6’ - 4"

6’ - 9"

7’ - 0"

7’ - 3"

7’ - 8"

7’ - 11"

8’ - 2"

8’ - 7"

8’ - 10"

9’ - 4"

9’ - 6"

9’ - 9"

10’ - 3"

10’ - 8"

10’ - 11"

11’ - 5"

11’ - 7"

11’ - 10"

12’ - 4"

12’ - 6"

12’ - 8"

12’ - 10"

13’ - 5"

13’ - 11"

13’ - 3"

13’ - 6"

14’ - 0"

14’ - 2"

14’ - 5"

14’ - 11"

15’ - 4"

15’ - 7"

15’ - 10"

16’ - 3"

16’ - 6"

17’ - 0"

17’ - 2"

17’ - 5"

17’ - 11"

18’ - 1"

18’ - 7"

18’ - 9"

19’ - 3"

19’ - 6"

19’ - 8"

19’ - 11"

20’ - 5"

20’ - 7"

4’ - 9"

4’ - 11"

5’ - 1"

5’ - 3"

5’ - 5"

5’ - 7"

5’ - 9"

5’ - 11"

6’ - 1"

6’ - 3"

6’ - 5"

6’ - 7"

6’ - 9"

6’ - 11"

7’ - 1"

7’ - 3"

7’ - 5"

7’ - 7"

7’ - 9"

7’ - 11"

8’ - 1"

8’ - 4"

8’ - 5"

8’ - 7"

9’ - 4"

9’ - 6"

9’ - 8"

9’ - 10"

10’ - 0"

10’ - 2"

10’ - 4"

10’ - 6"

10’ - 8"

10’ - 10"

11’ - 0"

11’ - 2"

11’ - 4"

11’ - 6"

11’ - 8"

11’ - 10"

12’ - 0"

12’ - 2"

12’ - 4"

12’ - 6"

12’ - 8"

12’ - 10"

13’ - 0"

13’ - 2"

12 26

(FEET)

MAXIMUM

(INCHES)

MINIMUM

FILL HEIGHT

REQUIRED

GAUGE

MINIMUM

(INCHES)

RADIUS

CORNER

PIPE - ARCH DIMENNSIONS

RISESPAN

23 / 26

22 / 23

21 / 22

20 / 21

18 / 20

18 / 19

17 / 18

16 / 17

15 / 16

15 / 16

14 / 15

14 / 15

13 / 14

13 / 14

12 / 13

12 / 13

15 / 18

15 / 18

14 / 17

14 / 17

13 / 16

13 / 16

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

31.8

6’ - 2" 5’ - 0"

6’ - 11"

7’ - 3"

8’ - 1"

8’ - 5"

8’ - 10"

9’ - 3"

9’ - 7"

9’ - 11"

10’ - 3"

10’ - 9"

11’ - 1"

11’ - 5"

11’ - 9"

12’ - 3"

4’ - 11"

5’ - 9"

6’ - 0"

6’ - 1"

6’ - 3"

6’ - 4"

6’ - 5"

6’ - 6"

6’ - 8"

6’ - 9"

6’ - 10"

7’ - 0"

7’ - 1"

7’ - 2"

6’ - 7"

7’ - 3"

12’ - 7"

12’ - 11"

13’ - 1"

13’ - 11"

14’ - 0"

13’ - 11"

14’ - 3"

14’ - 8"

14’ - 11"

15’ - 4"

15’ - 7"

16’ - 1"

16’ - 4"

16’ - 9"

17’ - 0"

17’ - 3"

17’ - 9"

18’ - 0"

18’ - 5"

18’ - 8"

19’ - 2"

19’ - 5"

19’ - 10"

20’ - 1"

20’ - 1"

20’ - 10"

21’ - 1"

21’ - 6"

7’ - 9"

5’ - 11"

7’ - 5"

7’ - 6"

8’ - 2"

8’ - 5"

8’ - 7"

9’ - 5"

9’ - 7"

9’ - 8"

9’ - 10"

10’ - 0"

10’ - 2"

10’ - 4"

10’ - 6"

10’ - 8"

10’ - 10"

11’ - 0"

11’ - 2"

11’ - 4"

11’ - 6"

11’ - 8"

11’ - 9"

11’ - 11"

12’ - 1"

12’ - 3"

12’ - 6"

12’ - 7"

12’ - 9"

12’ - 11"

PIPE - ARCH DIMENNSIONS

SPAN RISE

(INCHES)

RADIUS

CORNER

REQUIRED

GAUGE

MINIMUM

(INCHES)

MINIMUM

(FEET)

MAXIMUM

FILL HEIGHT

(GAUGE)

INCHES

THICKNESS

SHEET

MINIMUM

60 X 46

66 X 51

73 X 55

81 X 59

87 X 63

95 X 67

103 X 71

112 X 75

0.075 - (14)

0.075 - (14)

0.075 - (14)

0.105 - (12)

0.105 - (12)

0.105 - (12)

0.135 - (10)

0.164 - (8)

17 X 13

21 X 15

24 X 18

28 X 20

35 X 24

42 X 29

49 X 33

57 X 38

64 X 43

71 X 47

3.5

0.075 - (14)

0.075 - (14)

0.075 - (14)

0.075 - (14)

0.075 - (14)

0.075 - (14)

0.105 - (12)

0.105 - (12)

0.164 - (8)

0.135 - (10)

3" X 1" CORRUGATIONS

(INCHES)

SPAN - RISE

(INCHES)

DIAMETER

PIPE

EQUIVALENT

(INCHES)

RADIUS

CORNER

MINIMUM

PIPE - ARCH DIMENNSIONS

(INCHES)

MINIMUM

(FEET)

MAXIMUM

FILL HEIGHT

CORRUGATED ALUMINUM PIPE - ARCH

" CORRUGATIONS2

1" X 3

(GAUGE)

INCHES

THICKNESS

SHEET

MINIMUM

40 X 31

46 X 36

53 X 41

60 X 46

66 X 51

73 X 55

81 X 59

87 X 63

95 X 67

103 X 71

112 X 75

117 X 79

128 X 83

137 X 87

142 X 91

0.079 - (14)

0.079 - (14)

0.079 - (14)

0.079 - (14)

0.079 - (14)

0.079 - (14)

0.079 - (14)

0.079 - (14)

0.079 - (14)

0.109 - (12)

0.109 - (12)

0.109 - (12)

0.138 - (10)

0.138 - (10)

0.168 - (8)

17 X 13

21 X 15

24 X 18

28 X 20

35 X 24

42 X 29

49 X 33

57 X 38

64 X 43

71 X 47

77 X 52

83 X 57

3.5

0.079 - (14)

0.079 - (14)

0.079 - (14)

0.079 - (14)

0.079 - (14)

0.079 - (14)

0.109 - (12)

0.109 - (12)

0.138 - (10)

0.109 - (12)

0.168 - (8)

0.168 - (8)

3" X 1" AND 5" X 1" CORRUGATIONS

PIPE - ARCH DIMENNSIONS

(INCHES)

SPAN - RISE

(INCHES)

DIAMETER

PIPE

EQUIVALENT

(INCHES)

RADIUS

CORNER

MINIMUM

(INCHES)

MINIMUM

FILL HEIGHT

CORRUGATED STEEL PIPE - ARCH

" CORRUGATIONS2

1" X 3

(FEET)

MAXIMUM

6" X 2" CORRUGATIONS

STRUCTURAL PLATE STEEL PIPE - ARCHES STRUCTURAL PLATE ALUMINUM PIPE - ARCHES

FOOTNOTES

BOLTS MAY BE USED.

IS SHOWN IN THIS COLUMN, EITHER ALUMINUM OR STEEL

ALUMINUM BOLTS / STEEL BOLTS. WHERE A SINGLE NUMBER 2

3" X 1" CORRUGATION ONLY1

" CORRUGATIONS2

19" X 2

�REV. 06-28-19: REDREW SHEET.

TO 1994 STANDARDS.

REORGANIZED SHEET AND UPDATED

REV. 7-29-94 : REDREW SHEET,

CONCERNING REROLLING.

REV. 1-16-86 : REVISED NOTE