Part I - Appendix
APPENDIX A - ENGLISH/METRIC CONVERSION FACTORS
AA.1 - Lengths
| Symbol | When You Know | Multiply by | To Find | Symbol |
|---|---|---|---|---|
| mils | 0.254 | millimeters | mm | |
| in | inches | 25.4 | millimeters | mm |
| ft | feet | 0.348 | meters | m |
| yd | yards | 0.914 4 | meters | m |
| mi | miles | 1.609 347 | kilometers | km |
AA.2 - Areas
| Symbol | When You Know | Multiply by | To Find | Symbol |
|---|---|---|---|---|
| in2 | square inches | 645.16 | square millimeters | mm2 |
| ft2 | square feet | 0.092 903 | square meters | m2 |
| yd2 | square yards | 0.836 127 4 | square meters | m2 |
| ac | acres | 0.404 687 | hectares | ha |
| mi2 | square miles | 2.59 | square kilometers | km2 |
AA.3 - Volumes
| Symbol | When You Know | Multiply by | To Find | Symbol |
|---|---|---|---|---|
| fl oz | fluid ounces | 29.573 53 | milliliters | mL |
| gal | gallons (US liquid) | 3.785 412 | liters | L |
| ft3 | cubic feet | 0.028 316 85 | cubic meters | m3 |
| yd3 | cubic yards | 0.764 549 | cubic meters | m3 |
AA.3 - Mass
| Symbol | When You Know | Multiply by | To Find | Symbol |
|---|---|---|---|---|
| oz | ounces | 28.349 52 | grams | g |
| lbs | pounds | 0.453 592 | kilograms | kg |
| T | tons (short) (2000 lb) | 0.907 184 | metric tons | t |
AA.4 - Miscellaneous
| Symbol | When You Know | Multiply by | To Find | Symbol |
|---|---|---|---|---|
| °C | Celsius temperature | Fahrenheit temperature | °F | |
| °F | Fahrenheit temperature | Celsius temperature | °C | |
| ∆°F | change in Fahrenheit | change in Celsius | ∆°C | |
| psi | pounds per square inch | 6 894.757 | pascals | Pa |
AA.5 - Metric Prefixes
| Multiplication Factor | Prefix | Symbol |
|---|---|---|
| 1 000 000 000 000 000 000 = 1018 | exa | E |
| 1 000 000 000 000 000 = 1015 | peta | P |
| 1 000 000 000 000 = 1012 | tera | T |
| 1 000 000 000 = 109 | giga | G |
| 1 000 000 = 106 | mega | M |
| 1 000 = 103 | kilo | k |
| 100 = 102 | hecto | h |
| 10 = 101 | deka | da |
| 1 = 100 | base unit | base unit |
| 0.1 = 10-1 | deca | d |
| 0.01 = 10-2 | centi | c |
| 0.001 = 10-3 | milli | m |
| 0.000 001 = 10-6 | micro | μ |
| 0.000 000 001 = 10-9 | nano | n |
| 0.000 000 000 001 = 10-12 | pico | p |
| 0.000 000 000 000 001 = 10-15 | femto | f |
| 0.000 000 000 000 000 001 = 10-18 | atto | a |
APPENDIX B - GEOMETRIC AND TRIGONOMETRIC REFERENCE CHARTS
The charts in this section contain a number of formulas for performing geometric and trigonometric calculations. These charts should be used as references in calculating quantities for measurement and payment.
AB.1 - Areas of Common Shapes
AB.2 - Surface Areas and Volumes of Solids
AB.3 - Irregular Figures
AB.4 - Triangles and Trigonometry
Right Angled Triangles
|
|
| Known | Needed | |||||
|---|---|---|---|---|---|---|
| Area | ||||||
Oblique Angled Triangles

| Known | Needed | |||||
|---|---|---|---|---|---|---|
| Area | ||||||
APPENDIX C - Steel Shapes and Reinforcement
AC.1 - Structural Steel Shapes
Structural Steel is typically designated by specific marks that correspond to a shape, cross sectional dimension, and sometimes weight as shown in the examples below. Construction staff may encounter them and should either be familiar with the shapes, or familiar with where to look to understand the designations and what they indicate.
| Mark | Shape | First Digit | Second Digit | Third Digit | Common Application |
|---|---|---|---|---|---|
| Wide Flange I Beam | Height in Inches | Weight in pounds per foot | n/a | Standard Guardrail Post | |
| Angle | Height in Inches | Width in Inches | Thickness in Inches | Curb/Sidewalk Opening |
- A full list of all standard structural steel shapes is available at the AISC website. A current version is available for download here: AISC Shapes Database
AC.2 - Reinforcing Steel
Below is a chart of ASTM Standard Reinforcing Bar sizes and dimensions. These are to be used in calculating Source Document quantities. Reinforcing steel sizing can be easily understood as being divided by eight. i.e. #4 bar is 4/8" = 1/2".
| Bar Size Designation | Area (in.²) | Weight (lb/ft) | Diameter (in.) |
|---|---|---|---|
| #3 | 0.11 | 0.376 | 0.375 |
| #4 | 0.20 | 0.668 | 0.500 |
| #5 | 0.31 | 1.043 | 0.625 |
| #6 | 0.44 | 1.502 | 0.750 |
| #7 | 0.60 | 2.044 | 0.875 |
| #8 | 0.79 | 2.670 | 1.000 |
| #9 | 1.00 | 3.400 | 1.128 |
| #10 | 1.27 | 4.303 | 1.270 |
| #11 | 1.56 | 5.313 | 1.410 |
| #14 | 2.25 | 7.65 | 1.693 |
| #18 | 4.00 | 13.60 | 2.257 |
AC.3 - Steel Mesh
Welded wire fabric is designated by four components: two numbers representing the spacing of longitudinal and transverse wires and two letter-number combinations representing the type and size of longitudinal and transverse wires.
- For example, in “6 x 8 — W8.0 x W4.0”
- 6 is the spacing of longitudinal wires, in inches
- 8 is the spacing of transverse wires, in inches
- W indicates smooth wire (with D indicating deformed)
- 8.0 indicates a 0.08 square inch cross-sectional area (longitudinal)
- 4.0 indicates a 0.04 square inch cross-sectional area (transverse).
APPENDIX D - FEDERAL HIGHWAY ADMINISTRATION
This appendix contains information specific to the Federal Highway Administration (FHWA) and Federal-aid programs and projects. Included are: the Delaware Department of Transportation/Federal Highway Administration Stewardship Agreement (which includes the Memorandum of Agreement, Construction Contract Change Approval Requirements for Federal- Aid Oversight Projects); and a list of requested notification of FHWA for projects with federal oversight.
- Change Order MOA between FHWA & DelDOT
- Accessible Design (ADA) – FHWA’s Resource Library for everything related to the Americans with Disabilities Act guidance, policy and related information.
- Buy America – Includes Q’s/A’s
- Construction Program Guide - Intended to provide fast, easy access to Federal-aid construction program regulations, policy, guidance, and training. All construction related information is consolidated under key subject areas, with links to related information. The web site provides a consolidated source for Federal and State construction personnel to find updated information about FHWA's construction program.
- Construction Program Management and Inspection Guide, August 2004
- Contract Administration Core Curriculum Manual
- Consultant Services – Includes Q’s/A’s
- Emergency Relief (ER) Program
- Employment of Consultants
- Federal-Aid Policy Guide (FAPG) - Federal Highway Administration's (FHWA's) current policies, regulations and nonregulatory procedural guidance information (if available) related to the Federal-aid Highway Program.
- Federal-Aid Program Administration
- FHWA Directives and Memorandums – A directive is a written communication that prescribes or establishes policy, organization, methods, procedures, requirements, guidelines, or delegations of authority. It also provides information essential to the administration or operation of the FHWA. All directives are written in plain language according to the general writing and formatting guidelines in the FHWA Directives Guide below.
- Financing Federal-Aid Highways
- Guide to Federal-Aid Programs and Projects
- Highway Related Statutes
- Highway Related Regulations
- LPA's Federal-Aid Essentials
- Local Public Agency (LPA)
- Major Projects
- NHI - National Highway Institute - Your source for training the transportation community.
- OIG - Office of the Inspector General Hotline – If you suspect bid rigging or fraud has occurred in any project funded by FHWA.
- Patented and Proprietary Products – Q’s/A’s
- Responsible Charge
- FHWA Websites
- Planning: https://www.fhwa.dot.gov/environment/index.cfm
- Environment: https://www.fhwa.dot.gov/environment/index.cfm
- Right of Way (Realty): https://www.fhwa.dot.gov/real_estate/index.cfm
- Design: https://www.fhwa.dot.gov/design/
- Contract Administration: https://www.fhwa.dot.gov/programadmin/contracts/
- Construction: https://www.fhwa.dot.gov/construction/
Appendix E - Historical References
Previous reference materials will be maintained here for historical record keeping only.
AE.1 - References from 2002 Construction Manual
Please be advised that these reference materials print exponents in extremely tiny font, which may lead to errors. There is also at least one error contained within the forms. Despite this, they still provide some additional information to inspections staff and are included for historical reference only. Please verify any formulas contained within before utilizing them.
AE.2 - Miscellaneous
Previous Inspector Manual circa 2016



















