W9127821R0048 Solicitation Vol 4.pdf

PDF 25 MB Posted Jun 10, 2021

Attached to: Construct Munitions Maintenance Facility and Igloos - Eglin Air Force Base, Florida Federal contract opportunity
Solicitation number: W9127821R0048
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

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Written by GovTribe AI · Dec 27, 2023

This solicitation is for the construction of a Munitions Maintenance Facility and Igloos at Eglin Air Force Base in Florida. The project includes constructing a multi-bay explosive operating facility with reinforced concrete foundation, walls, and roof deck. Functional areas will consist of munitions inspection and maintenance labs/bays, receiving room, parts storage, administrative offices, latrines, support/tool room, and mechanical equipment room.

The solicitation is a total small business set-aside for NAICS code 236220 with responses due via the SAM.gov website. All prospective contractors must register in SAM.gov before downloading solicitation documents. The critical path method is required and options included in the solicitation may not be awarded. Site visit information will be posted with the solicitation and questions must be submitted through ProjNet. Responses may not be provided for questions received within 10 days of bid opening.

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Other files for this federal contract opportunity

Other files attached to Construct Munitions Maintenance Facility and Igloos - Eglin Air Force Base, Florida, newest first.
File	Type	Posted
W9127821R0048 JA for Trane HVAC_Redacted.pdf	PDF	Dec 15, 2021
W9127821R0048 Site Visit Sign In Sheet.pdf	PDF	Aug 3, 2021
W9127821R0048 AM03.pdf	PDF	Jul 14, 2021
W9127821R0048 AM03 DRAWINGS.pdf	PDF	Jul 14, 2021
W9127821R0048 AM02.pdf	PDF	Jul 7, 2021
W9127821R0048 AM01.pdf	PDF	Jun 14, 2021
W9127821R0048 Solicitation Vol 2.pdf	PDF	Jun 10, 2021
W9127821R0048 RTA DRAWINGS.pdf	PDF	Jun 10, 2021
W9127821R0048 RTA DRAWINGS- BID OPTION.pdf	PDF	Jun 10, 2021
W9127821R0048 Solicitation Vol 3.pdf	PDF	Jun 10, 2021
W9127821R0048 Solicitation Vol 1.pdf	PDF	Jun 10, 2021
W9127821R0048 EM_385-1-1 Safety Manual Link.pdf	PDF	Jun 10, 2021

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THIS IS A TOTAL SMALL BUSINESS (SB) SET-ASIDE

VOLUME 4 OF 4

SOLICITATION NO: W9127821R0048

CADD NO: MHF20006

SPECIFICATIONS

FOR

CONSTRUCT

MUNITIONS MAINTENANCE FACILITY

AND

IGLOOS

EGLIN AIR FORCE BASE, FLORIDA

(OKALOOSA COUNTY)

“GOOD ENGINEERING RESULTS IN A BETTER ENVIRONMENT”

U.S. ARMY ENGINEER DISTRICT, MOBILE

109 St. Joseph St

Mobile, Alabama 36602

CONSTRUCT MUNITIONS MAINTENANCE FACILITY AND IGLOOS W9127821R0048

EGLIN AIR FORCE BASE, FLORIDA MHF20006

Table of Contents Page 1

TABLE OF CONTENTS

VOLUME 1 OF 4

CHECKLIST FOR PREPARATION OF OFFERS

BIDDING REQUIREMENTS

CONTRACT CLAUSES

STANDARD FORM 1442 - SOLICITATION, OFFER, AND AWARD

BIDDING SCHEDULE

EXPLANATION OF BID ITEMS

STANDARD FORM 24 - BID BOND

STANDARD FORM 28 - AFFIDAVIT OF INDIVIDUAL SURETY

STANDARD FORM LLL - DISCLOSURE OF LOBBYING ACTIVITIES

00 11 00 PROPOSAL SUBMISSION AND INSTRUCTIONS

00 12 00 SELECTION PROCEDURES AND BASIS OF AWARD

00 21 16 INSTRUCTIONS TO PROPOSERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONDITIONS OF THE CONTRACT

SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 ADDITIONAL SPECIAL CONTRACT REQUIREMENTS

BASE ACCESS FORM

EP310-1-6a PROJECT SIGNS

DD FORM 1354

DD FORM 1354 CHECKLIST

WAGE RATES

01 00 01 GENERAL CONTRACT REQUIREMENTS

CESAM FORM 1151

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

SUBMITTAL REGISTER

FORM 4025

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

SAM FORM 696

01 45 35 SPECIAL INSPECTIONS

STATEMENT OF SPECIAL INSPECTIONS

SCHEDULE OF SPECIAL INSPECTIONS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS – EGLIN STANDARD

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 TOTAL BUILDING COMMISSIONING

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

Table of Contents Page 2

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 45 00 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 – MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 – METALS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

VOLUME 2 OF 4

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 15 00 WALL AIR AND VAPOR BARRIERS

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 00 BUILDING AIR BARRIER SYSTEM

07 41 13 METAL ROOF PANELS

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 – OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 34 59 VAULT DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 71 00 DOOR HARDWARE

08 91 00.00 36 METAL WALL LOUVERS

DIVISION 09 – FINISHES

09 06 00 SCHEDULES FOR FINISHES

09 22 00.00 36 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00.00 36 GYPSUM BOARD

09 30 10 PORCELAIN AND GLASS TILING

09 51 00.00 36 ACOUSTICAL CEILINGS

09 65 00.00 36 RESILIENT FLOORING

09 90 00.00 36 PAINTS AND COATINGS

09 97 13.00 40 STEEL COATINGS

Table of Contents Page 3

DIVISION 10 – SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 36 INTERIOR SIGNAGE

10 21 13.00 36 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

DIVISION 21 – FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 23 00 REFRIGERANT PIPING

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, WATER PIPING SYSTEMS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 82 46.00 40 ELECTRIC UNIT HEATERS

DIVISION 25 – INTEGRATED AUTOMATION

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS – FIRE

ALARM AND MASS NOTIFICATION SYSTEM

25 05 11.02 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS – UTILITY

MONITORING CONTROL SYSTEM

VOLUME 3 OF 4

DIVISION 26 – ELECTRICAL

26 12 19.10 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS

26 32 15.00 ENGINE-GENERATOR SET STATIONARY 15-2500 KW, WITH AUXILIARIES

26 35 43 400-HERTZ (HZ) SOLID STATE FREQUENCY CONVERTER

26 36 23 AUTOMATIC TRANSFER SWITCHES AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

Table of Contents Page 4

DIVISION 27 – COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 31 16.13 CHEMICAL TERMITE CONTROL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 16.71 COLD MILLING ASPHALT PAVING

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 20 SUBBASES FOR FLEXIBLE PAVING

32 11 23 GRADED CRUSHED AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS AND PARKING

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 15 00 AGGREGATE SURFACING FOR CONSTRUCTION ACCESS ROAD

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY TEMPORARY AND PERMANENT CHAIN LINK FENCES AND

GATES

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 – UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 – MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.15 BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER RUNNING

VOLUME 4 OF 4

APPENDICES

APPENDIX A AIR FORCE FORM 813 REQUEST FOR ENVIRONMENTAL IMPACT

ANALYSIS – SIGNED 30 MAY 2017

APPENDIX B BORING LOCATION PLAN AND BORING LOGS

APPENDIX C AF_SUST_SCORESHEET_GP_vFEB2017

APPENDIX D 33 10 00 WATER PIPING STRUCTURES AND APPURTENANCES

(REV. 07242019)

APPENDIX E 33 30 00 SANITARY SEWER PIPING, STRUCTURES AND APPURTENANCES

(REV. 07202016)

Table of Contents Page 5

APPENDICES (CONTINUED)

APPENDIX F 33 32 17 SUBMERSIBLE UTILITY WASTEWATER PUMPING STATION

(REV. 11292015)

APPENDIX G EGLIN ARCHITECTURAL COMPATIBILITY PLAN

APPENDIX H FF&E, CID AND SID

--End of Project Table of Contents--

This page was intentionally left blank for duplex printing.

APPENDIX A

AIR FORCE FORM 813

REQUEST FOR ENVIRONMENTAL IMPACT ANALYSIS

SIGNED 30 MAY 2017

REQUEST FOR ENVIRONMENTAL IMPACT ANALYSIS Report Control Symbol

RCS: 17-208

INSTRUCTIONS: Section I to be completed by Proponent. Sections II and III to be completed by Environmental Planning Function. Continue on separate sheets as necessary. Reference appropriate item number(s).

SECTION I – PROPONENT INFORMATION

1. TO (Environmental Planning Function) 2. FROM (Proponent Organization and functional address symbol) 2a. TELEPHONE NO.

96 CEG/CEVSP

SSgt Kerwin Johnson

96 MXS/MXMWPC

882-3361

3. TITLE OF PROPOSED ACTION

Construct New RDTE Munitions Operating Facility

4. PURPOSE AND NEED FOR ACTION (Identify decision to be made and need date)

(see attached)

5. DESCRIPTION OF ACTION AND ALTERNATIVES (DOPAA) (Provide sufficient details for evaluation of the total action)

(see attached)

6. UNIT ENVIRONMENTAL COORDINATOR (Name and Grade) 6a. SIGNATURE 6b. DATE

Civ Roy Penman \\ ELECTRONICALLY SIGNED \\ 5/16/2017

SECTION II – PRELIMINARY ENVIRONMENTAL SURVEY (Check appropriate box and describe potential environmental effects including cumulative effects) (+=positive effect; 0=no effect; - = adverse effect; U=unknown effect) + 0 - U

7. AIR INSTALLATION COMPATIBLE USE ZONE/LAND USE (Noise, accident potential, encroachment, etc.) X

8. AIR QUALITY (Emissions, attainment status, state implementation plan, etc.) X

9. WATER RESOURCES (Quality, quantity, source, etc.) X

10. SAFETY AND OCCUPATIONAL HEALTH (Asbestos/radiation/chemical exposure, explosives safety quantity distance, bird/wildlife aircraft hazard, etc.) X

11. HAZARDOUS MATERIALS/WASTE (Use/storage/generation, solid waste, etc.) X

12. BIOLOGICAL RESOURCES (Wetlands/floodplains, threatened or endangered species, etc.) X

13. CULTURAL RESOURCES (Native American burial sites, archaeological, historical, etc.) X

14. GEOLOGY AND SOILS (Topography, minerals, geothermal, Installation Restoration Program, seismicity, etc.) X

15. SOCIOECONOMIC (Employment/population projections, school and local fiscal impacts, etc.) X

16. OTHER (Potential impacts not addressed above.) X

SECTION III – ENVIRONMENTAL ANALYSIS DETERMINATION

17.

X PROPOSED ACTION QUALIFIES FOR CATEGORICAL EXCLUSION (CATEX): 24 (see attached for description); OR

PROPOSED ACTION DOES NOT QUALIFY FOR A CATEX; FURTHER ENVIRONMENTAL ANALYSIS IS REQUIRED.

18. REMARKS

(see attached)

19. ENVIRONMENTAL PLANNING FUNCTION CERTIFICATION

(Name and Grade)

Melinda A. Rogers, GS-13

19 a. SIGNATURE

\\ ELECTRONICALLY SIGNED \\

19 b. DATE

5/30/2017

AF FORM 813, 19990901 (EF-V1) THIS FORM CONSOLIDATES AF FORMS 813 AND 814. PAGE OF PAGE(S)

4.0 PURPOSE AND NEED FOR ACTION

A secured Arms, Ammunition and Explosive (AA&E) RDT&E operating facility meeting the enhanced security requirements of UFC 4-010-05 and requirements in Intelligence Community Directive (ICD) 705 for inspection, testing, and assembling of hazardous division 1 emerging technologies munitions and advanced programs operations is required for the 96th Test Wing (96TW) to support current and future programs. See attachment 1: New Munitions RDT&E Operating Facility Requirements for more details.

5.0 DESCRIPTION OF PROPOSED ACTION AND ALTERNATIVES

5.1 Description of the Proposed Action

Construct a munitions Research, Development, Test and Evaluation (RDT&E) operating facility with five explosive work bays, office space, latrines and showers.

See attachment 1: New Munitions Research, RDT&E Operating Facility Requirements for more details.

5.2 Description of Alternatives

No action.

17.0 CATEX DESCRIPTION (if any)

A2.3.24 Study efforts that involve no commitment of resources other than personnel and funding allocations.

18.0 REMARKS

CATEX 24 for design, study and planning purposes only. Another AF Form 813 must be submitted to address the actual proposed action and alternatives. Recommend the following be considered in proposal formulation: (1) Due to changing environmental conditions and/or regulations, the assigned Categorical Exclusion for this proposed action will expire 5 years from the date that this AF Form 813 was signed. If proposed action is not implemented within 5 years, a new AF Form 813 must be submitted. (2) If HAVC systems are added or replaced and unit requires refrigerant to be added, then comply with Eglin Title V permit (Appendix TV-34) and 40 CFR 82, Protection of Stratospheric Ozone (as incorporated by reference in Chapter 62-204 Florida Administrative Code [Rule 62-204]) regarding the use of refrigerants, refrigerant recycle/recovery procedures and equipment, and technician certification.

Complete the appropriate registration form(s) at the following website, https://em.eglin.af.mil/emc/emce/emcea/aqpweb/inventory_forms.asp and return completed form(s) to Mr. Harry Fortenberry (882- 7677) BEFORE source startup. If emergency generators, boilers, or other sources of air pollutants will be associated with this facility, coordinate with the 96 CEG/CEIEC Air Quality Program Manager Mr. Harry Fortenberry, 882-7677 - a Title V permit revision may be required. Complete the appropriate registration form(s) at the following website, https://em.eglin.af.mil/emc/emce/emcea/aqpweb/inventory_registration_forms.asp and return completed form(s) to Mr. Fortenberry BEFORE source installation. Ensure generator engines are certified to meet 40 CFR Part 60 Subpart IIII - Standards of Performance for Stationary Compression Ignition Internal Combustion Engines or CFR Part 60 Subpart JJJJ - Standards of Performance for Stationary Spark Ignition Internal Combustion Engines. Complete the appropriate external combustion (boiler) registration form at the following website, https://em.eglin.af.mil/emc/emce/emcea/aqpweb/inventory_forms.asp and return completed form to Mr. Harry Fortenberry (882-7677) BEFORE source installation. Take reasonable precautions to minimize fugitive particulate (dust) emissions during any ground disturbing/construction/renovation activities IAW Chapter 62-296 Florida Administrative Code (FAC)(Rule 62-296). Contact Harry Fortenberry 882-7677 if you have further questions. (3) If any industrial ventilation systems will be used/installed contact bioenvironmental engineering. Once the facility is built and work started contact bioenvironmental engineering so they can perform shop survey of the facility and get it added to our shop visits. If you have any questions contact Robert Tetla, 96 AMDS/SGPB, 883-8607. (4) Florida Department of Environmental Protection (FDEP) concurrence on the Cantonment Area Environmental Assessment - Coastal Zone Management Act determination was received 18 Feb 2014. The FDEP agrees that the proposed action meets the requirements of the Florida Coastal Management Program.

Proponent of this action must review the attached CZMA documents to ensure Eglin's compliance with the stated project plans. If you have questions, please contact Rodney Felix, 96 CEG/CEIEA, 883-1153 or Kelly Knight, 96 CEG/CEIEA, 882-8433. (4) In accordance with Section 7 of the Endangered Species Act (ESA), a consultation with the United States Fish and Wildlife Service (USFWS) has been completed. Their concurrence with our Biological Assessment (BA) was received 09 Dec 2013. This consultation describes guidelines under which the project must be completed to minimize potential impacts to threatened and endangered species. A copy of this document is attached. In accordance with this document, the following requirements must be followed: (A) Gopher Tortoise Survey is required. Contact Eglin Natural Resources (Jackson Guard) to arrange for the survey to take place within 30 days of ground disturbing activities. If tortoise burrows are found to conflict with the proposed project site, and burrows cannot be avoided by at least 25 ft, the tortoise(s) must be relocated. POC: Rodney Felix, 96 CEG/CEIEA, 883-1153 or Wayne Pittman, 96 CEG/CEIEA, 883-6975. (B) If any trees are to be removed, a red-cockaded woodpecker (RCW) survey is required. This survey will determine suitability of habitat in order to establish location of possible cavity trees in the area. Contact Natural Resources (Jackson Guard) at least one month prior to tree removal to arrange the survey. POC: Kathy Gault, 96 CEG/CEIEA, 883-1145. (C) Proponent will also be provided with Eastern Indigo Snake Signs and personnel would be given instructions not to harass, injure, harm, or kill this species. Should an indigo snake be sighted, personnel would be directed to cease k5engmls Highlight k5engmls Highlight any activities and allow the eastern indigo snake sufficient time to move away from the site on its own before resuming such activities. Personnel would contact Eglin Natural Resources immediately if an indigo snake is sighted. POC: Jeremy Preston, 96 CEG/CEIEA, 883-1155. (D) Construction actions would occur at a minimum of 300 ft outside of Okaloosa darter streams. (E) In accordance with AFI 32-7064, "forest products may not be traded for goods or services nor used to offset contract costs associated with construction, land clearing, or other contracted activity". Merchantable trees must be vetted through the Eglin Natural Resources Forestry Office. Proponent must coordinate tree removal with Al Sutsko, 96 CEG/CEIEA, 883-1126 or Phillip Carter, CEG/CEIEA, 883-1129. (5) Site approval required. If you have any questions contact Melvin Madsen, 96 CEG/CENPL, 882-8069.

(6) This new facility will have to be sited and approved through the DDESB. Coordinate with 96 Test Wing, Rick McKern, 882-8238.

(7) If emergency power is required, provide information ahead of project start. Tim Langley, CEIEC, 882-7658. (8) Proposed location is in close proximity to a portion of Tom's Creek including steep gradients. Coordinate design plans with 96 CEG/CEIEC to ensure water quality concerns and possible permits are addressed. POC: Russell Brown, 882-7660.

APPENDIX B

BORING LOCATION PLAN AND BORING LOGS

Appendix A – Boring Location Plan

& Boring Logs

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[ ĀXĀG*?AV*MBBĀĀĀĀĀ\ĀXĀBYV*ȀYM

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%, <5.3Ā)586-5:6

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9, 9+.1865:*Ā.,,83*Ā; ,586*Ā/3..,4 587Ā<-,49

!"#&ĀĀ"'() *Ā+, , -./$0-1232*ĀH3-/ Ā.,,83*

/3 ..,4 587Ā.5076Ā<-, 49

'6ĀV BĀ@6 *Ā.,,83

(C DE"F

G ĀĀ",5.8Ā1-3Ā=53.2ĀH58>1../Ā:.1885=532Ā59

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GYȀ_Ā71;; 3-

4 R?Ȁ`Ā2-,+Ā>832 4 567ĀA ȀaĀ8+.56 8+,, 9

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G K,-590Ā)38509165,9

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[ ĀXĀG*?AV*MBBĀĀĀĀĀ\ĀXĀBYV*ȀYM

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'6ĀV BĀ@6 *Ā.,,83

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1::,-2 19:3Ā4567Ā673ĀI95=532Ā",5.8

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APPENDIX B

Laboratory Testing Results

SOUTHERN EARTH

SCIENCES

Mobile, Alabama

3/20/2020

(no specification provided)

PL= LL= PI=

D90= D85= D60= D50= D30= D15= D10= Cu= Cc=

USCS= AASHTO=

ORANGE SAND

3/4" 1/2" 3/8" #4 #8 #10 #20 #40 #60

#140 #200

100.0 100.0 100.0 100.0 100.0 100.0 100.0

99.2 72.0 19.1

7.3 7.0

0.5655 0.5105 0.3755

0.3422 0.2833 0.2056

0.1482 2.53 1.44

SP-SM

USACE

EGLIN AFB - MUNITIONS MAINTENANCE IGLOOS

M20-154

Material Description

Atterberg Limits

Coefficients

Classification

Remarks

Location: MMS-2 Sample Number: 2 Depth: 1.5'-2' Date:

Client:

Project:

Project No: Figure

SIEVE PERCENT SPEC.* PASS?

SIZE FINER PERCENT (X=NO)

GRAIN SIZE - mm.

0.0010.010.1110100

% Cobbles Coarse % Gravel

Fine Coarse Medium % Sand

Fine Silt % Fines

Clay

0.0 0.0 0.0 0.0 28.0 65.0 7.0 in in in

1½ in in

¾ in

½ in

3/ in

#4 #1

Particle Size Distribution Report

Mobile, Alabama

3/20/2020

(no specification provided)

PL= LL= PI=

D90= D85= D60= D50= D30= D15= D10= Cu= Cc=

USCS= AASHTO=

TAN SAND

3/4" 1/2" 3/8" #4 #8 #10 #20 #40 #60

#140 #200

100.0 100.0 100.0 100.0 100.0 100.0 100.0

98.5 72.0 20.6

6.4 5.9

0.5735 0.5145 0.3739

0.3397 0.2793 0.1991

0.1515 2.47 1.38

SP-SM

USACE

EGLIN AFB - MUNITIONS MAINTENANCE IGLOOS

M20-154

Material Description

Atterberg Limits

Coefficients

Classification

Remarks

Location: MMS-12 Sample Number: 3 & 4 Depth: 3'-6' Date:

Client:

Project:

Project No: Figure

SIEVE PERCENT SPEC.* PASS?

SIZE FINER PERCENT (X=NO)

GRAIN SIZE - mm.

0.0010.010.1110100

% Cobbles Coarse % Gravel

Fine Coarse Medium % Sand

Fine Silt % Fines

Clay

0.0 0.0 0.0 0.0 28.0 66.1 5.9 in in in

1½ in in

¾ in

½ in

3/ in

#4 #1

Mobile, Alabama

3/20/2020

(no specification provided)

PL= LL= PI=

D90= D85= D60= D50= D30= D15= D10= Cu= Cc=

USCS= AASHTO=

TAN SAND

3/4" 1/2" 3/8" #4 #8 #10 #20 #40 #60

#140 #200

100.0 100.0 100.0 100.0 100.0 100.0 100.0

98.9 72.2 19.9

6.8 6.5

0.5671 0.5106 0.3740

0.3404 0.2811 0.2022

0.1504 2.49 1.40

SP-SM

USACE

EGLIN AFB - MUNITIONS MAINTENANCE IGLOOS

M20-154

Material Description

Atterberg Limits

Coefficients

Classification

Remarks

Location: MMS-3 Sample Number: 3 Depth: 3'-4.5' Date:

Client:

Project:

Project No: Figure

SIEVE PERCENT SPEC.* PASS?

SIZE FINER PERCENT (X=NO)

GRAIN SIZE - mm.

0.0010.010.1110100

% Cobbles Coarse % Gravel

Fine Coarse Medium % Sand

Fine Silt % Fines

Clay

0.0 0.0 0.0 0.0 27.8 65.7 6.5 in in in

1½ in in

¾ in

½ in

3/ in

#4 #1

Mobile, Alabama

3/20/2020

(no specification provided)

PL= LL= PI=

D90= D85= D60= D50= D30= D15= D10= Cu= Cc=

USCS= AASHTO=

TAN SAND

3/4" 1/2" 3/8" #4 #8 #10 #20 #40 #60

#140 #200

100.0 100.0 100.0 100.0 100.0 100.0 100.0

98.6 68.4 19.1

6.9 6.5

0.6072 0.5439 0.3875

0.3503 0.2860 0.2065

0.1513 2.56 1.40

SP-SM

USACE

EGLIN AFB - MUNITIONS MAINTENANCE IGLOOS

M20-154

Material Description

Atterberg Limits

Coefficients

Classification

Remarks

Location: MMS-5 Sample Number: 3 Depth: 3'-4.5' Date:

Client:

Project:

Project No: Figure

SIEVE PERCENT SPEC.* PASS?

SIZE FINER PERCENT (X=NO)

GRAIN SIZE - mm.

0.0010.010.1110100

% Cobbles Coarse % Gravel

Fine Coarse Medium % Sand

Fine Silt % Fines

Clay

0.0 0.0 0.0 0.0 31.6 61.9 6.5 in in in

1½ in in

¾ in

½ in

3/ in

#4 #1

Mobile, Alabama

3/20/2020

(no specification provided)

PL= LL= PI=

D90= D85= D60= D50= D30= D15= D10= Cu= Cc=

USCS= AASHTO=

TAN SAND

3/4" 1/2" 3/8" #4 #8 #10 #20 #40 #60

#140 #200

100.0 100.0 100.0 100.0 100.0 100.0 100.0

97.5 68.6 19.1

7.2 6.9

0.6149 0.5463 0.3866

0.3496 0.2857 0.2056

0.1485 2.60 1.42

SP-SM

USACE

EGLIN AFB - MUNITIONS MAINTENANCE IGLOOS

M20-154

Material Description

Atterberg Limits

Coefficients

Classification

Remarks

Location: MMS-7 Sample Number: 3 Depth: 3'-4.5' Date:

Client:

Project:

Project No: Figure

SIEVE PERCENT SPEC.* PASS?

SIZE FINER PERCENT (X=NO)

GRAIN SIZE - mm.

0.0010.010.1110100

% Cobbles Coarse % Gravel

Fine Coarse Medium % Sand

Fine Silt % Fines

Clay

0.0 0.0 0.0 0.0 31.4 61.7 6.9 in in in

1½ in in

¾ in

½ in

3/ in

#4 #1

Mobile, Alabama

3/20/2020

(no specification provided)

PL= LL= PI=

D90= D85= D60= D50= D30= D15= D10= Cu= Cc=

USCS= AASHTO=

TAN SAND

3/4" 1/2" 3/8" #4 #8 #10 #20 #40 #60

#140 #200

100.0 100.0 100.0 100.0 100.0 100.0 100.0

98.2 64.1 17.4

6.2 5.9

0.6454 0.5791 0.4053

0.3640 0.2943 0.2225

0.1639 2.47 1.30

SP-SM

USACE

EGLIN AFB - MUNITIONS MAINTENANCE IGLOOS

M20-154

Material Description

Atterberg Limits

Coefficients

Classification

Remarks

Location: MMS-4 Sample Number: 4 Depth: 4.5'-6' Date:

Client:

Project:

Project No: Figure

SIEVE PERCENT SPEC.* PASS?

SIZE FINER PERCENT (X=NO)

GRAIN SIZE - mm.

0.0010.010.1110100

% Cobbles Coarse % Gravel

Fine Coarse Medium % Sand

Fine Silt % Fines

Clay

0.0 0.0 0.0 0.0 35.9 58.2 5.9 in in in

1½ in in

¾ in

½ in

3/ in

#4 #1

Mobile, Alabama

3/20/2020

(no specification provided)

PL= LL= PI=

D90= D85= D60= D50= D30= D15= D10= Cu= Cc=

USCS= AASHTO=

TAN SAND

3/4" 1/2" 3/8" #4 #8 #10 #20 #40 #60

#140 #200

100.0 100.0 100.0 100.0 100.0 100.0 100.0

98.7 72.2 18.8

4.0 3.7

0.5661 0.5097 0.3746

0.3415 0.2833 0.2170

0.1727 2.17 1.24

USACE

EGLIN AFB - MUNITIONS MAINTENANCE IGLOOS

M20-154

Material Description

Atterberg Limits

Coefficients

Classification

Remarks

Location: MMS-2 Sample Number: 5 Depth: 6'-7.5' Date:

Client:

Project:

Project No: Figure

SIEVE PERCENT SPEC.* PASS?

SIZE FINER PERCENT (X=NO)

GRAIN SIZE - mm.

0.0010.010.1110100

% Cobbles Coarse % Gravel

Fine Coarse Medium % Sand

Fine Silt % Fines

Clay

0.0 0.0 0.0 0.0 27.8 68.5 3.7 in in in

1½ in in

¾ in

½ in

3/ in

#4 #1

Mobile, Alabama

3/20/2020

(no specification provided)

PL= LL= PI=

D90= D85= D60= D50= D30= D15= D10= Cu= Cc=

USCS= AASHTO=

TAN SAND

3/4" 1/2" 3/8" #4 #8 #10 #20 #40 #60

#140 #200

100.0 100.0 100.0 100.0 100.0

99.9 99.9 97.6 76.0 22.1

2.0 1.7

0.5385 0.4846 0.3601

0.3288 0.2728 0.2051

0.1725 2.09 1.20

USACE

EGLIN AFB - MUNITIONS MAINTENANCE IGLOOS

M20-154

Material Description

Atterberg Limits

Coefficients

Classification

Remarks

Location: MMS-11 Sample Number: 6 & 7 Depth: 7.5'-10.5' Date:

Client:

Project:

Project No: Figure

SIEVE PERCENT SPEC.* PASS?

SIZE FINER PERCENT (X=NO)

GRAIN SIZE - mm.

0.0010.010.1110100

% Cobbles Coarse % Gravel

Fine Coarse Medium % Sand

Fine Silt % Fines

Clay

0.0 0.0 0.0 0.1 23.9 74.3 1.7 in in in

1½ in in

¾ in

½ in

3/ in

#4 #1

Mobile, Alabama

3/20/2020

(no specification provided)

PL= LL= PI=

D90= D85= D60= D50= D30= D15= D10= Cu= Cc=

USCS= AASHTO=

TAN SAND

3/4" 1/2" 3/8" #4 #8 #10 #20 #40 #60

#140 #200

100.0 100.0 100.0 100.0 100.0 100.0 100.0

98.7 70.4 19.7

7.1 6.7

0.5861 0.5259 0.3799

0.3446 0.2829 0.2020

0.1478 2.57 1.43

SP-SM

USACE

EGLIN AFB - MUNITIONS MAINTENANCE IGLOOS

M20-154

Material Description

Atterberg Limits

Coefficients

Classification

Remarks

Location: MMS-6 Sample Number: BULK Depth: 1'-4' Date:

Client:

Project:

Project No: Figure

SIEVE PERCENT SPEC.* PASS?

SIZE FINER PERCENT (X=NO)

GRAIN SIZE - mm.

0.0010.010.1110100

% Cobbles Coarse % Gravel

Fine Coarse Medium % Sand

Fine Silt % Fines

Clay

0.0 0.0 0.0 0.0 29.6 63.7 6.7 in in in

1½ in in

¾ in

½ in

3/ in

#4 #1

Mobile, Alabama

3/20/2020

(no specification provided)

PL= LL= PI=

D90= D85= D60= D50= D30= D15= D10= Cu= Cc=

USCS= AASHTO=

BROWN SAND

3/4" 1/2" 3/8" #4 #8 #10 #20 #40 #60

#140 #200

100.0 100.0 100.0 100.0 100.0 100.0 100.0

98.7 68.5 18.6

7.0 6.6

0.6041 0.5419 0.3876

0.3508 0.2871 0.2096

0.1518 2.55 1.40

SP-SM

USACE

EGLIN AFB - MUNITIONS MAINTENANCE IGLOOS

M20-154

Material Description

Atterberg Limits

Coefficients

Classification

Remarks

Location: MMS-8 Sample Number: BULK Depth: 1'-4' Date:

Client:

Project:

Project No: Figure

SIEVE PERCENT SPEC.* PASS?

SIZE FINER PERCENT (X=NO)

GRAIN SIZE - mm.

0.0010.010.1110100

% Cobbles Coarse % Gravel

Fine Coarse Medium % Sand

Fine Silt % Fines

Clay

0.0 0.0 0.0 0.0 31.5 61.9 6.6 in in in

1½ in in

¾ in

½ in

3/ in

#4 #1

BEARING RATIO TEST REPORT

AASHTO T 193-13

BEARING RATIO TEST REPORT

SOUTHERN EARTH SCIENCES

Project No: M20-154

Project: EGLIN AFB - MUNITIONS MAINTENANCE IGLOOS

Location: MMS-6

Sample Number: BULK Depth: 1'-4'

Date: 3/20/2020

TAN SAND

Test Description/Remarks:

Figure

SP-SM

Material Description

USCS

Max.

Dens.

(pcf)

Optimum Moisture

LL PI

Molded Dry Density

(pcf) Moisture

Soaked Dry Density

(pcf) Moisture

CBR (%)

0.10 in. 0.20 in.

Linearity Correction

(in.)

Surcharge

(lbs.)

Max.

Swell

1 106.7 12.8 106.7 14.2 5.8 7.4 0.040 10 0

2 106.8 13.0 106.8 13.2 7.7 9.3 0.014 10 0

3 109.1 13.2 109.0 14.9 9.3 11.5 0.023 10 0.1

Pe ne tra tio n Re si st an ce

(p si

Penetration Depth (in.)

0 0.1 0.2 0.3 0.4 0.5

Sw el l (

0.1

0.2

0.3

0.4

0.5

Elapsed Time (hrs) 0 24 48 72 96

BEARING RATIO TESTING RESULTS

(AASHTO T 193-13)

Date: 3/20/2020 Project No.: M20-154 Project: EGLIN AFB - MUNITIONS MAINTENANCE IGLOOS Location: MMS-6 Depth: 1'-4' Sample Number: BULK Material Description: TAN SAND USCS Classification: SP-SM Liquid Limit: Plasticity Index:

Test Description:

Maximum Dry Density, pcf : Optimum Moisture Content, %:

Testing Remarks:

Sample 1 (10 Blows; Surcharge: 10 lbs.)

Water Content Wt. Wet Soil+Tare, gms. 210.90 Wt. Soil+Tare, gms. 192.76 Wt. Tare, gms. 50.71 Moisture, % 12.8

Unit Weight Wt. Mold+Soil, lbs. 18.240 Wt. Mold, lbs. 9.230 Ht. Soil, in. 4.577 Density, pcf 106.7

Swell Data Elapsed

Time, hrs.

Dial…

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