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3330 S. Sam Houston Pkwy ♦ Houston, Texas 77047 (713)943-0750 ♦ USA Toll Free 1-800-231-6662 ♦Fax (713)943-8483

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PRINTED IN U.S.A. COPYRIGHT 2005 SPEED SHORE CORPORATION. ALL RIGHTS RESERVED

"DW" TRENCH SHIELDS "SP" TRENCH SHIELDS "TL" TRENCH SHIELDS "SW" TRENCH SHIELDS

MANHOLE SHIELDS

DETAILED SPECIFICATIONS (sample) ASSEMBLY AND INSTALLATION PROCEDURES MANUFACTURE’S TABULATED DATA

SPECIFICATIONS FOR STEEL TRENCH SHIELDS

The following are minimum acceptable specifications: Units specified herein shall be fully assembled, adjustable, personnel protective devices specifically designed and professionally engineered to provide excavation safety protection for workers. These units shall be in full compliance with all applicable Federal Occupational Safety and Health Administration (OSHA) Regulations. MODEL The unit specified shall be feet high, feet long, and a maximum of inches of double wall construction. This unit shall carry a maximum of foot depth rating in Class C type soil (60 psf per foot of depth). This unit shall carry a maximum of foot depth rating in Class C type soil (80 psf per foot of depth). All models furnished are to be identified by a serial number. Capacity at xxxx psf. The estimated weight of shield walls is xxxx lbs. RATED CAPACITY All bidders under these specifications shall furnish with this bid proposal a copy of written certification of rated capacity and/or manufacturer's tabulated data. Said certification and tabulated data shall be attested to by a Registered Professional Engineer (P.E.). Successful bidder shall furnish a final copy of certification with serial number matching the shield furnished. A Certification Plate shall be securely attached on inner wall for quick reference to shield size, serial number, certified capacity and recommendation on use of shield. CONSTRUCTION The unit shall be constructed of high tensile strength steel with a minimum skin thickness of (nominal) 3/16". The skin plate on the inside of the panels shall be attached with slot welds to the internal members. The area between the walls shall be supported with structural steel members to maintain the structural integrity. Pipe Clearance shall be a minimum of xx” to the bottom of front and rear spreaders. Flat Bottom for ease of stacking and pulling of shield in trenches. Optional: Re-enforced bottom knife-edge. Replaceable Push Blocks shall line the top of both walls to protect the structure when pushing or tapping the shield to grade. These Push Blocks shall be field replaceable as needed without having to recertify the trench shield. Heavy-Duty Stacking Sockets standard on both ends of shield for stacking of multiple of shields. Thru-Wall Lifting Pockets shall be securely welded into sidewalls.

Five (5) re-enforced thru-wall spreader sockets shall penetrate into the end vertical support for added strength and durability. Four (4) spreaders shall be required to be used. All spreaders shall be 100% interchangeable, on top, bottom, front, or back. 1/2” high-tensile steel reinforcement plate around spreader sockets. Heavy Duty Pulling Eyes shall be standard on the front of all shields. Shield shall be furnished with 8 each 1.5” spreader pins. EQUIVALENCIES 1. Refer to Speed Shore Corporation's tabulated data for specific models and accessories. 2. These specifications are intended to establish a standard of quality and performance. 3. Designs which meet or exceed these specifications shall be considered in compliance. PRODUCT LIABILITY The manufacturer under these specifications shall be required to carry a minimum one million dollars ($1,000,000.00) product liability insurance policy with bid award being contingent upon proof of coverage. EXPERIENCE Experimental products are not acceptable; the manufacturer under these specifications may be required to furnish documented proof of professional expertise and competence in manufacturing this product for a minimum of five (5) years. We reserve the right to request from the apparent successful manufacturer a client list for the purpose of obtaining references on quality of products furnished and service history. DELIVERY Delivery of all equipment, features and accessories specified herein is to be made within forty-five (45) days after receipt of Purchase Order. WARRANTY The successful bidder under these specifications shall furnish a minimum one (1) year warranty on all parts and labor. TRAINING The manufacturer under these specifications shall provide installation instructions, recommended uses and maintenance instructions to the solicitor upon delivery of the unit(s). PATENT, TRADEMARK, COPYRIGHT OR TRADE SECRET INDEMNIFICATION Supplier shall indemnify customer for any loss, damage, expense or liability including, but not limited to, court costs and attorneys' fees that may result by reason of any infringement or claim of infringement of any patent, trademark, copyright, trade secret or other proprietary right relating to products furnished pursuant to this purchase. Supplier will defend and/or settle at its own expense any action brought against Customer if it is based on a claim that products furnished to Customer by Supplier pursuant to this purchase infringe any patent, trademark, copyright, trade secret or other proprietary right. Supplier shall also refund to Customer any amount paid pursuant to this purchase, if any Products should become unusable as a result of any such infringement or claim. 02/07/2006

SPECIFICATIONS FOR TUFF-LITE SHIELDS

The following are minimum acceptable specifications: Units specified herein shall be fully assembled, adjustable, personnel protective devices specifically designed and professionally engineered to provide excavation safety protection for workers. These units shall be in full compliance with all applicable Federal Occupational Safety and Health Administration (OSHA) Regulations. MODEL The unit specified shall be __ feet high, __ feet long, and a minimum of __ inches of rectangular tube wall construction. Weight of this unit less the spreaders shall not exceed ______ lbs. This unit shall carry a minimum of __ foot depth rating in OSHA C type soil (80 psf). All models furnished are to be identified by a serial number. RATED CAPACITY All bidders under these specifications shall furnish with this bid proposal a copy of written certification of rated capacity and/or manufacturer's tabulated data. Said certification and tabulated data shall be attested to by a Registered Professional Engineer (P.E.). Successful bidder shall furnish a final copy of certification with serial number matching the shield furnished. A Certification Plate shall be securely attached on inner wall for quick reference to shield size, serial number, certified capacity and recommendation on use of shield. CONSTRUCTION Pipe Clearance shall be a minimum of __" to the bottom of front and rear spreaders. The unit shall be manufactured with a 4"x4"x1/4" tube on the top and bottom of shield (optional knife-edge may be added). These tubes shall be field replaceable as needed without having to recertify the trench shield. All other horizontal tubes shall be maximum of 8" x 4"x1/8" foam filled. Heavy-Duty Stacking Sockets standard on both ends of shield for stacking of multiple of shields. Thru-Wall Lifting Pockets shall be securely welded into sidewalls. Spreader Sockets shall penetrate into the end vertical support for added strength and durability. Four (4) spreaders are required on all shields. All spreaders shall be 100% interchangeable, no top, bottom, front, or back. Heavy Duty Pulling Eyes shall be standard on the front of all shields. EQUIVALENCIES 1. Refer to Speed Shore Corporation's tabulated data for specific models and accessories. 2. These specifications are intended to establish a standard of quality and performance. 3. Designs which meet or exceed these specifications shall be considered in compliance.

PRODUCT LIABILITY The manufacturer under these specifications shall be required to carry a minimum one million dollars ($1,000,000.00) product liability insurance policy with bid award being contingent upon proof of coverage. EXPERIENCE Experimental products are not acceptable; the manufacturer under these specifications may be required to furnish documented proof of professional expertise and competence in manufacturing trench safety product for a minimum of ten (10) years. We reserve the right to request from the apparent successful manufacturer a client list for the purpose of obtaining references on quality of products furnished and service history. DELIVERY Delivery of all equipment, features and accessories specified herein is to be made within forty-five (45) days after receipt of Purchase Order. WARRANTY The successful bidder under these specifications shall furnish a minimum one (1) year warranty on all parts and labor. TRAINING The manufacturer under these specifications shall provide installation instructions, recommended uses and maintenance instructions to the solicitor upon delivery of the unit(s). PATENT, TRADEMARK, COPYRIGHT OR TRADE SECRET INDEMNIFICATION Supplier shall indemnify customer for any loss, damage, expense or liability including, but not limited to, court costs and attorneys' fees that may result by reason of any infringement or claim of infringement of any patent, trademark, copyright, trade secret or other proprietary right relating to products furnished pursuant to this purchase. Supplier will defend and/or settle at its own expense any action brought against Customer if it is based on a claim that products furnished to Customer by Supplier pursuant to this purchase infringe any patent, trademark, copyright, trade secret or other proprietary right. Supplier shall also refund to Customer any amount paid pursuant to this purchase, if any Products should become unusable as a result of any such infringement or claim. 01/03/2008

3330 S. Sam Houston Parkway E. • Houston, Texas 77047 713.943.0750 • Fax 713.943.8483 • Toll Free 800.231.6662

TS Assem12312008 Page 1 of 2

STEEL TRENCH SHIELDS ASSEMBLY, INSTALLATION and REMOVAL PROCEDURES GENERAL NOTES Steel Trench Shields are a protective system specifically designed and engineered to provide excavation safety protection for utility workers. These shields are manufactured in full compliance with all applicable Federal Occupational Safety and Health Administration (OSHA) regulations. A TRAINED COMPETENT PERSON SHALL: SUPERVISE ALL EXCAVATION OPERATIONS, ENSURE THAT ALL PERSONNEL ARE WORKING IN SAFE CONDITIONS, AND HAVE THOROUGH KNOWLEDGE OF THE APPROPIATE TABULATED DATA. THE COMPETENT PERSON SHALL HAVE THE AUTHORITY TO STOP WORK WHEN IT IS UNSAFE FOR WORKERS TO ENTER AN EXCAVATION. Manufacturers Tabulated Data Speed Shore's Tabulated Data complies with the O.S.H.A. standards as stated in the Code of Federal Regulations 29, Part 1926, Subpart P - Excavations, Section 1926.652(c)(2). This data shall only be used by the contractor's competent person in the selection of Speed Shore Trench Shields. The competent person shall be experienced and knowledgeable in trenching and excavation procedures. Depth of Operation Each Steel Trench Shield model is certified by a Registered Professional Engineer for applicable maximum shield capacity in pounds per square foot load. Care must be taken to insure maximum capacity is not exceeded. Lifting Sling Steel Trench Shields must be lifted with a removable 4-leg bridle sling manufactured in compliance with the requirements of OSHA standard for rigging equipment, and rated for the anticipated load. Please note that tie-down chains and other improvised slings are not appropriate as lifting devices. Inspection The designated Competent Person will inspect all components of the shoring system prior to use, as

well as daily and when changes in jobsite conditions require. Any damaged, defective or inadequate components shall be repaired or replaced. ASSEMBLY PROCEDURES

1. Shields shall be inspected by a competent person before and after assembly.

2. All damage shall be evaluated and repairs made under the direction of a registered professional engineer. All missing or damaged components shall be replaced with genuine Speed Shore parts.

3. All lifting and pulling equipment, (including cables, slings, chains, shackles and safety hooks) used to handle shields or components shall be evaluated for lifting capacity, and inspected for damage or defects, prior to use, by experienced operators and shall meet O.S.H.A. requirements.

4. Tag lines or other approved safety devices shall be utilized to keep employees away from loads handled by lifting equipment.

5. Spreaders, arched spreaders, pins with keepers and accessories shall be in place before using the shields.

6. Standard Spreader Requirements: Diameter 8” schedule 80, 20’ Maximum Spreader Length

7. Two spreaders are required at each end of all shields. Shields with 3 spreader sockets at the front end shall have spreaders at any 2 of the 3 sockets.

8. All spreaders shall be singled or doubled pinned at each end, based on number of holes in the spreader sockets, with 1.5-inch diameter pins furnished by Speed Shore.

9. Lay first panel on ground, spreader sockets up.

10. Stand spreaders over sockets and insert pins with keepers.

11. Lower second panel onto spreader tubes and insert pins with keepers.

12. Attach 4-point lifting sling to lifting brackets.

13. Stand shield up, attach tag lines and install into trench properly.

3330 S. Sam Houston Parkway E. • Houston, Texas 77047 713.943.0750 • Fax 713.943.8483 • Toll Free 800.231.6662

TS Assem12312008 Page 2 of 2

INSTALLATION PROCEDURES

1. Attach appropriate 4-leg bridle sling to lifting eyes located in each shield wall. 2. Move the steel trench shield until it is adjacent to the trench. 3. Lower the steel trench shield into the correct

position in the trench. It is advisable to use tag lines to orient the shield in order to keep employees back from the edge of the trench during this process. No personnel shall be allowed in the shield while it is being lifted into of the excavation.

4. Remove sling from shield lifting eyes. The shield is now ready for specific job application.

5. Trench Shields may be stacked utilizing stacking socket and appurtenances providing the allowable designed depth rating for each shield as listed in Manufactures Tabulated Data.

REMOVAL PROCEDURES

1. Attach the 4-leg bridle sling to lifting points of the steel trench shield.

2. Lift the steel trench shield out of the trench and place it on relatively flat ground.

3. If removing stacked trench shields, connect the approved 4-leg bridle sling to bottom unit and remove all stacked shields at the same time.

DIS-ASSEMBLY PROCEDURES Reverse steps 1 – 5 under Assembly Procedures. All assembly, installation and removal procedures shall be accomplished from outside the excavation.

Speed Shore Trench Shields must always be installed in accordance with requirements of all regulatory agencies having jurisdiction over shoring systems, and installation must meet the minimum requirements of current Manufacturer’s Tabulated Data published by Speed Shore Corporation.

EXAMPLES OF TYPICAL INSTALLATIONS

FIG 1 – TWO FLAT BOTTOM SHIELDS STACKED. PLEASE NOTE TOP SHIELD MAY BE INVERTED AND PINNED TO THE BOTTOM SHIELD

FIG 2 – TWO KNIFE EDGE SHIELDS STACKED

SPEED SHORE

MANUFACTURER’S TABULATED DATA

"DW" MODELS

STEEL TRENCH SHIELDS

August 4, 2004

3330 S. SAM HOUSTON PKWY E. HOUSTON, TEXAS 77047

Tel: (713) 943-0750 U.S.A. Toll Free: (800) 231-6662 Fax: (713) 943-8483

COPYRIGHT, U.S.A., SPEED SHORE CORPORATION, 2003

August 4, 2004 TRENCH SHIELDS – “DW” MODELS Page 2 of 8

COPYRIGHT, U.S.A. SPEED SHORE CORPORATION, 2004

W A R N I N G

EXCAVATION PROCEDURES MAY BE VERY DANGEROUS A TRAINED COMPETENT PERSON SHALL: SUPERVISE ALL EXCAVATION

OPERATIONS, ENSURE THAT ALL PERSONNEL ARE WORKING IN SAFE CONDITIONS, AND HAVE THOROUGH KNOWLEDGE OF THIS TABULATED DATA. THE COMPETENT PERSON SHALL HAVE THE AUTHORITY TO STOP WORK WHEN IT IS UNSAFE FOR WORKERS TO ENTER AN EXCAVATION.

ALL PERSONNEL SHALL BE TRAINED IN CORRECT EXCAVATION PROCEDURES,

PROPER USE OF THE PROTECTIVE SYSTEM AND ALL SAFETY PRECAUTIONS. EXCAVATIONS AND PROTECTIVE SYSTEMS SHALL BE INSPECTED AT LEAST

DAILY AND WHENEVER THERE IS A CHANGE OF SOIL, WATER OR OTHER JOB SITE CONDITIONS.

ALL LIFTING AND PULLING EQUIPMENT, INCLUDING CABLES, SLINGS, CHAINS,

SHACKLES AND SAFETY HOOKS SHALL BE EVALUATED FOR SUITABILITY AND CAPACITY, AND SHALL BE INSPECTED FOR DAMAGE OR DEFECTS PRIOR TO USE.

ALL INSTALLATION AND REMOVAL OF SHORING AND SHIELDING SHALL BE

FROM ABOVE GROUND ONLY. DO NOT ALLOW PERSONNEL TO ENTER AN EXCAVATION THAT IS NOT

PROPERLY SHORED, SHIELDED OR SLOPED. PERSONNEL SHALL ALWAYS WORK WITHIN THE SHORING AND SHIELDING.

PERSONNEL SHALL NOT STAND ON THE EDGE OF AN UNSHORED EXCAVATION. ALL PERSONNEL SHALL ENTER AND EXIT EXCAVATIONS ONLY WITHIN

SHIELDED OR SHORED AREAS. SPEED SHORE'S "MANUFACTURER'S TABULATED DATA" IS A GENERAL SET OF GUIDELINES AND TABLES TO ASSIST THE COMPETENT PERSON IN SELECTING A SAFETY SYSTEM AND THE PROPER SHORING OR SHIELDING EQUIPMENT. THE COMPETENT PERSON HAS SOLE RESPONSIBILITY FOR JOB SITE SAFETY AND THE PROPER SELECTION AND INSTALLATION AND REMOVAL OF THE SHORING OR SHIELDING EQUIPMENT. THIS TABULATED DATA IS NOT INTENDED TO BE USED AS A JOB SPECIFIC EXCAVATION SAFETY PLAN, BUT SHALL BE USED BY THE COMPETENT PERSON TO SUPPLEMENT HIS TRAINING, HIS EXPERIENCE AND HIS KNOWLEDGE OF THE JOB CONDITIONS AND SOIL TYPE.



SPEED SHORE TABULATED DATA

1.0 SCOPE

1.1 Speed Shore's Tabulated Data complies with the O.S.H.A. standards as stated in the Code of Federal Regulations 29, Part 1926, Subpart P - Excavations, Section 1926.652(c)(2). This data shall only be used by the contractor's competent person in the selection of Speed Shore Trench Shields. The competent person shall be experienced and knowledgeable in trenching and excavation procedures, soil identification and in the use of Speed Shore Trench Shields.

1.2 All personnel involved in the installation, removal and use of Trench Shields shall be trained in their use and advised of appropriate safety procedures.

1.3 Tables TS-1 and TS-2 are based upon requirements stated in CFR 29, Part 1926 and applicable portions of CFR 29, Part 1910. The competent person shall know and understand the requirements of those parts before using this data.

1.4 Whenever there is a variance between this Tabulated Data and CFR 29, Part 1926, Subpart P - Excavations, this Tabulated Data shall take precedence. Whenever a topic or subject is not contained in this Tabulated Data, the competent person shall refer to CFR 29, Part 1926, Subpart P - Excavations.

1.5 This data refers to the Code of Federal Regulations, 29, Parts 1910 and 1926. In states that have their own state O.S.H.A. refer to similar regulations in the current construction rules published by the state office of Occupational Health and Safety.

1.6 Tables TS-1 and TS-2 shall be used only in excavations with soil conditions as noted. For other soil and excavation conditions and depths, site-specific engineered designs are required. Contact Speed Shore Corporation for assistance.

1.7 This Tabulated Data is applicable for standard products manufactured exclusively by Speed Shore and may only be used with Speed Shore manufactured products. Any modification of Speed Shore products not specifically authorized by Speed Shore Corporation voids this data.

2.0 DEFINITIONS (RE: CFR 29, Part 1926.32 Definitions) - RESTATED FOR EMPHASIS

2.1 1926.32 (F) "competent person" means one who is capable of identifying existing and predictable hazards in the surroundings or working conditions which are unsanitary, hazardous or dangerous to employees; and who has authorization to take prompt corrective measures to eliminate them.

2.2 1926.32 (p) "Shall" means mandatory. 3.0 SOIL CLASSIFICATIONS

3.1 In order to use the data presented in Tables TS-1 and TS-2 the soil type, or types, in which the excavation is cut shall first be determined by the competent person according to the O.S.H.A. soil classifications as set forth in CFR 29, Part 1926, Subpart P, Appendix A.

3.2 Tables TS-1 and TS-2 are also for use in Type C-60 soil (see 3.3 for definition). 3.3 Type C-60 soil is a moist, cohesive soil or a moist dense granular soil which does not fit into Type A

or Type B classifications, and is not flowing or submerged. This material can be cut with near vertical sidewalls and will stand unsupported long enough to allow the shields to be properly installed. The competent person must monitor the excavation for signs of deterioration of the soil as indicated by, but not limited to, freely seeping water or flowing soil entering the excavation around or below the Trench Shield. An alternate design for less stable Type C soil may be required where there is evidence of deterioration.

3.4 Water flowing into an excavation, from either above or below ground, will cause a decrease in the stability of the soil. Therefore, the competent person shall take action to prevent water from entering the excavation and promptly remove any water that accumulates in the excavation. Closer monitoring of the soil is required under wet conditions, particularly in the less cohesive (weaker) soil conditions. A small amount of water, or flowing conditions may downgrade the soil classification to a less stable



classification. A large amount of water, or flowing conditions will downgrade all soils to O.S.H.A. Type C. Speed Shore shoring and shielding systems may be used safely in wet conditions when the excavation is monitored by the competent person. Example: When repairing a leak in utility lines, it is often difficult or even impossible to keep water out of the excavation.

4.0 PRESENTATION OF INFORMATION

4.1 Information is presented in tabular form in Tables TS-1 and TS-2 for use in O.S.H.A. Type A, B and C soils, and for use in Type C-60 soil (see 3.3 for definition).

4.2 Tables TS-1 and TS-2 are not considered adequate when loads imposed by structures or by stored material adjacent to the trench weigh in excess of the load imposed by 3 feet of soil surcharge. The term "adjacent" as used here means the area within a horizontal distance from the edge of the trench equal to the depth of the trench.

4.3 Using Tables TS-1 and TS-2 and after determining the soil type, the competent person determines the maximum depth the Trench Shield may be used.

5.0 ASSEMBLY

5.1 Shields shall be inspected by a competent person before and after assembly. 5.2 All damage shall be evaluated and repairs made under the direction of a registered professional

engineer. All missing or damaged components shall be replaced with genuine Speed Shore parts. 5.3 All lifting and pulling equipment, (including cables, slings, chains, shackles and safety hooks) used to

handle shields or components shall be evaluated for lifting capacity, and inspected for damage or defects, prior to use, by experienced operators and shall meet O.S.H.A. requirements.

5.4 Tag lines or other approved safety devices shall be utilized to keep employees away from loads handled by lifting equipment.

5.5 Spreaders, arched spreaders, pins with keepers and accessories shall be in place before using the shields.

5.6 Standard Spreader Requirements: Diameter 8” schedule 80, 20’ Maximum Spreader Length 5.7 Two spreaders are required at each end of all shields. Shields with 3 spreader sockets at the front end

shall have spreaders at any 2 of the 3 sockets. 5.8 All spreaders shall be singled or doubled pinned at each end, based on number of holes in the spreader

sockets, with 1.5-inch diameter pins furnished by Speed Shore. 5.9 Assembly instructions:

5.9.1 Lay first panel on ground, spreader sockets up. 5.9.2 Stand spreaders over sockets and insert pins with keepers. 5.9.3 Lower second panel onto spreader tubes and insert pins with keepers. 5.9.4 Attach 4-point lifting sling to lifting brackets. 5.9.5 Stand shield up, attach tag lines and install into trench properly.

5.10 Trench Shields may be stacked utilizing stacking socket and appurtenances providing the allowable designed depth rating for each shield is not exceeded in the tables TS-1 and TS-2.

6.0 INSPECTION

6.1 The competent person must evaluate the soils to assure the rated capacity of the Trench Shields is not exceeded by the lateral pressure of the soil. Soils shall be evaluated in accordance with Part 3.0.

6.2 The competent person shall monitor all phases of the assembly, installation and use of this product to evaluate and eliminate methods, which could endanger employees utilizing this product.

6.3 Daily inspections of the Trench Shield and accessories must be performed by the competent person and deficiencies corrected.

6.4 Inspections shall be conducted as necessary for hazards associated with: water accumulation, changing soil conditions, or changing site weather conditions.

6.5 Stacked shields shall be monitored to assure that each panel is secured to the one below it.



7.0 SAFETY SPECIFICATIONS

7.1 Employees shall be protected from loose or falling material. Trench Shields must always be used in a manner that loose or falling soil cannot enter over the top or through the end of the shield. End plates may be required. Spoil piles must be kept back from the edge of the excavation at least 2 feet.

7.2 Employees shall not enter or exit shields through unprotected areas and shall remain in shields at all times while working.

7.3 Employees shall not be in or under a shield while it is being lifted or moved. 7.4 Bottom of shields may be a maximum of 2 feet above the bottom of the trench if there are no signs of

deterioration of the trench face below or at the end of the shield. 7.5 Use of the spreader system for any purpose other than support for the sidewall panels, or for pulling

them forward is prohibited without written permission from the manufacturer. 7.6 The sides of the excavation should be cut vertical and narrow to prevent lateral movement of the

shield. The width of the excavation shall be no wider than the width of the shield plus 12 inches. 7.7 A Speed Shore supplied arch spreader may be used in place of standard spreaders. 7.8 Water shall be prevented from entering the excavation and any water that does accumulate in the

excavation shall be pumped out. 7.9 Contact Speed Shore for any non-typical use of the Trench Shield.

8.0 EXAMPLE TO ILLUSTRATE THE USE OF TABLES TS-1 AND TS-2:

Problem: A trench is 16 feet deep in soil that has been classified by the competent person to be O.S.H.A. Type B. For pipe joint purposes, 20 feet long shields are required, and stacking 2 identical 8 feet high shields is desired. Which Trench Shields may be used? Studying Table TS-1 shows that an 820DW4 is adequate down to 22 feet. Further down the table is an 820DW6, which is adequate down to 31 feet. Studying Table TS-2 shows an 820DW8 is also adequate to 44 feet. Either of these 3 shields may be used.



TABLE TS-1 "DW" MODELS DOUBLE SKIN PLATE WALLS

MAXIMUM DEPTH RATING

FOR SOIL TYPES FEET MODEL CAPACITY

P.S.F. A-25 B-35 B-45 C-60 C-80

VERTICAL PIPE

CLEARANCE INCHES

WEIGHT APPX.

POUNDS

TS-0408DW4 5,540 50 50 50 50 50 20 2,430 TS-0410DW4 3,510 50 50 50 50 45 20 2,700 TS-0412DW4 2,365 50 50 50 40 31 20 3,125 TS-0416DW4 1,282 50 37 29 22 17 20 3,910 TS-0420DW4 803 31 23 18 14 11 20 4,595 TS-0424DW4 550 21 16 13 10 8 20 5,450 TS-0608DW4 4,240 50 50 50 50 50 42 3,150 TS-0610DW4 3,392 50 50 50 50 45 42 3,850 TS-0612DW4 2,353 50 50 50 41 32 42 4,350 TS-0616DW4 1,276 50 37 30 23 18 42 5,775 TS-0620DW4 889 36 26 21 17 13 42 7,475 TS-0624DW4 609 24 18 15 12 10 42 8,850 TS-0808DW4 2,275 50 50 50 41 32 62 3,950 TS-0810DW4 1,820 50 50 43 33 26 62 4,450 TS-0812DW4 1,517 50 45 36 28 22 62 5,290 TS-0816DW4 1,256 50 38 30 24 19 62 7,400 TS-0820DW4 899 37 27 22 18 14 62 9,650 TS-0824DW4 615 26 20 16 13 11 62 11,260 TS-1010DW4 1,105 46 35 28 22 18 86 5,950 TS-1012DW4 921 39 29 24 19 16 86 6,890 TS-1016DW4 761 33 25 20 16 14 86 9,460 TS-1020DW4 609 26 20 17 14 12 86 12,700 TS-1024DW4 507 22 17 15 12 10 86 15,240 TS-0412DW6 3,890 50 50 50 50 50 20 3,550 TS-0416DW6 2,109 50 50 47 36 27 20 4,500 TS-0420DW6 1,320 50 38 30 23 18 20 5,475 TS-0424DW6 904 35 26 20 16 12 20 6,350 TS-0428DW6 657 25 19 15 12 9 20 7,300 TS-0612DW6 3,814 50 50 50 50 50 42 5,050 TS-0616DW6 2,068 50 50 47 36 28 42 6,650 TS-0620DW6 1,295 50 38 30 23 18 42 8,150 TS-0624DW6 978 39 29 23 18 14 42 9,875 TS-0628DW6 711 29 21 17 14 11 42 11,260 TS-0812DW6 2,649 50 50 50 47 36 65 6,250 TS-0816DW6 2,047 50 50 48 37 29 65 8,350 TS-0820DW6 1,282 50 39 31 24 19 65 9,950 TS-0824DW6 980 40 30 24 19 15 65 12,400 TS-0828DW6 804 33 25 20 16 13 65 15,650 TS-1012DW6 1,629 50 49 40 31 24 86 7,390 TS-1016DW6 1,311 50 40 33 26 20 86 10,150 TS-1020DW6 1,049 44 33 27 21 17 86 12,150 TS-1024DW6 874 37 28 23 18 15 86 14,500 TS-1028DW6 749 32 24 20 16 13 86 17,200



TABLE TS-2 "DW" MODELS DOUBLE SKIN PLATE WALLS



P.S.F. A-25 B-35 B-45 C-60 C-80

VERTICAL PIPE

CLEARANCE INCHES

WEIGHT APPX.

POUNDS

TS-0420DW8 1,969 50 50 44 34 26 20 6,300 TS-0424DW8 1,343 50 38 30 23 18 20 7,525 TS-0428DW8 975 38 28 22 17 13 20 8,500 TS-0430DW8 845 33 24 19 15 12 20 9,075 TS-0432DW8 740 29 21 17 13 10 20 9,550 TS-0620DW8 1,935 50 50 44 34 26 42 9,200 TS-0624DW8 1,320 50 39 31 24 19 42 11,000 TS-0628DW8 1,086 44 32 26 20 16 42 13,000 TS-0630DW8 941 38 28 22 17 14 42 13,900 TS-0632DW8 824 33 24 20 16 12 42 14,850 TS-0820DW8 1,874 50 50 44 34 27 65 11,400 TS-0824DW8 1,279 50 38 31 24 19 65 13,250 TS-0828DW8 1,268 50 38 31 24 19 65 18,675 TS-0830DW8 1,161 48 35 28 22 18 65 19,950 TS-0832DW8 962 40 29 24 19 15 65 20,850 TS-1020DW8 1,347 50 41 33 26 21 86 14,200 TS-1024DW8 1,123 47 35 28 23 18 86 16,850 TS-1028DW8 962 41 30 25 20 16 86 18,900 TS-1030DW8 957 40 30 25 20 16 86 21,640 TS-1032DW8 897 38 29 23 19 15 86 24,490

Notes

(1) If a specific model DW trench shield is not shown in Table TS-1 or TS-2, the competent person must refer to the trench shield certification to determine capacity and working depths. All other aspects of this tabulated data applies to any DW shield not shown in Tables TS-1 or TS-2.

(2) Weights are approximate. (3) Standard spreader sizes for DW trench shields as shown in Table TS-1 or TS-2 are 8” schedule 80 pipe,

maximum length of 20’. For models not listed or custom shields, please see the serialized certification for each shield for spreader requirements.

SPEED SHORE


"SP" SERIES


January 08, 2009




January 08, 2009 TRENCH SHIELDS – “SP” Series Page 2 of 8


W A R N I N G




PROPER USE OF THE PROTECTIVE SYSTEM AND ALL SAFETY PRECAUTIONS. EXCAVATIONS AND PROTECTIVE SYSTEMS SHALL BE INSPECTED AT LEAST DAILY

AND WHENEVER THERE IS A CHANGE OF SOIL, WATER OR OTHER JOB SITE CONDITIONS.



ALL INSTALLATION AND REMOVAL OF SHORING AND SHIELDING SHALL BE FROM

ABOVE GROUND ONLY. DO NOT ALLOW PERSONNEL TO ENTER AN EXCAVATION THAT IS NOT PROPERLY

SHORED, SHIELDED OR SLOPED. PERSONNEL SHALL ALWAYS WORK WITHIN THE SHORING AND SHIELDING.

PERSONNEL SHALL NOT STAND ON THE EDGE OF AN UNSHORED EXCAVATION. ALL PERSONNEL SHALL ENTER AND EXIT EXCAVATIONS ONLY WITHIN SHIELDED

OR SHORED AREAS. SPEED SHORE'S "MANUFACTURER'S TABULATED DATA" IS A GENERAL SET OF GUIDELINES AND TABLES TO ASSIST THE COMPETENT PERSON IN SELECTING A SAFETY SYSTEM AND THE PROPER SHORING OR SHIELDING EQUIPMENT. THE COMPETENT PERSON HAS SOLE RESPONSIBILITY FOR JOB SITE SAFETY AND THE PROPER SELECTION AND INSTALLATION AND REMOVAL OF THE SHORING OR SHIELDING EQUIPMENT. THIS TABULATED DATA IS NOT INTENDED TO BE USED AS A JOB SPECIFIC EXCAVATION SAFETY PLAN, BUT SHALL BE USED BY THE COMPETENT PERSON TO SUPPLEMENT HIS TRAINING, HIS EXPERIENCE AND HIS KNOWLEDGE OF THE JOB CONDITIONS AND SOIL TYPE.

SPEED SHORE



TABULATED DATA 1.0 SCOPE

1.1 Speed Shore's Tabulated Data complies with the O.S.H.A. standards as stated in the Code of Federal Regulations 29, Part 1926, Subpart P - Excavations, Section 1926.652(c)(2). This data shall only be used by the contractor's competent person in the selection of Speed Shore Trench Shields. The competent person shall be experienced and knowledgeable in trenching and excavation procedures, soil identification and in the use of Speed Shore SP Trench Shields.

1.2 All personnel involved in the installation, removal and use of “SP” Trench Shields shall be trained in their use and advised of appropriate safety procedures.

1.3 Tables SP-1 and SP-2 are based upon requirements stated in CFR 29, Part 1926 and applicable portions of CFR 29, Part 1910. The competent person shall know and understand the requirements of those parts before using this data.



1.6 Tables SP-1 and SP-2 shall be used only in excavations with soil conditions as noted. For other soil and excavation conditions and depths, site-specific engineered designs are required. Contact Speed Shore Corporation for assistance.





3.1 In order to use the data presented in Tables SP-1 and SP-2 the soil type, or types, in which the excavation is cut, shall first be determined by the competent person according to the O.S.H.A. soil classifications as set forth in CFR 29, Part 1926, Subpart P, Appendix A.

3.2 Tables SP-1 and SP-2 is also for use in Type C-60 soil (see 3.3 for definition). 3.3 Type C-60 soil is a moist, cohesive soil or a moist dense granular soil which does not fit into Type A


3.4 Water flowing into an excavation, from either above or below ground, will cause a decrease in the stability of the soil. Therefore, the competent person shall take action to prevent water from entering the excavation and promptly remove any water that accumulates in the excavation. Closer monitoring of the soil is required under wet conditions, particularly in the less cohesive (weaker) soil conditions. A small amount of water, or flowing conditions may downgrade the soil classification to a less stable classification. A large amount of water, or flowing conditions will downgrade all soils to O.S.H.A. Type C. Speed Shore shoring and shielding systems may be used safely in wet



conditions when the excavation is monitored by the competent person. Example: When repairing a leak in utility lines, it is often difficult or even impossible to keep water out of the excavation.


4.1 Information is presented in tabular form in Tables SP-1 and SP-2 for use in O.S.H.A. Type A, B and C soils, and for use in Type C-60 soil (see 3.3 for definition).

4.2 Tables SP-1 and SP-2 are not considered adequate when loads imposed by structures or by stored material adjacent to the trench weigh in excess of the load imposed by 3 feet of soil surcharge. The term "adjacent" as used here means the area within a horizontal distance from the edge of the trench equal to the depth of the trench.

4.3 Using Tables SP-1 and SP-2 the competent person determines the maximum depth the "SP" Trench Shield may be used.

5.0 ASSEMBLY

5.1 "SP" Shields shall be inspected by a competent person before assembly. 5.2 All damage shall be evaluated and repairs made under the direction of a registered professional

engineer. All missing or damaged components shall be replaced with genuine Speed Shore parts. 5.3 All lifting and pulling equipment, (including cables, slings, chains, shackles and safety hooks) used

to handle shields or components shall be evaluated for lifting capacity, and inspected for damage or defects, prior to use, by experienced operators and shall meet O.S.H.A. requirements.



5.6 Standard Spreader Requirements: Diameter 8” schedule 80, 20’ Maximum Spreader Length 5.7 Two spreaders are required at each end of all shields. Shields with 3 spreader sockets at the front end

shall have spreaders at any 2 of the 3 sockets. 5.8 All spreaders shall be singled or doubled pinned at each end, based on number of holes in the

spreader sockets, with 1.5-inch diameter pins furnished by Speed Shore. 5.9 Assembly instructions:

5.8.1 Lay the first "SP" panel on ground, spreader sockets up. 5.8.2 Stand spreaders over sockets and insert pins with keepers. 5.8.3 Lower second "SP" panel onto spreader tubes and insert pins with keepers. 5.8.4 Attach 4-point lifting sling to lifting brackets. 5.8.5 Stand the "SP" shield up, attach tag lines and install into trench properly.

5.10 Trench Shields may be stacked utilizing stacking socket and appurtenances providing the allowable designed depth rating for each shield is not exceeded in the tables SP-1 and SP-2.

6.0 INSPECTION

6.1 The competent person must evaluate the soils to assure the rated capacity of the "SP" Trench Shields is not exceeded by the lateral pressure of the soil. Soils shall be evaluated in accordance with Part 3.0.


6.3 Daily inspections of the "SP" Trench Shield and accessories must be performed by the competent person and deficiencies corrected.


6.5 Stacked shields shall be monitored to assure that each panel is secured to the one below it. Four feet high stacking shields (those with only 2 spreaders) shall not be used as the bottom shield.




7.1 Employees shall be protected from loose or falling material. "SP" Trench Shields must always be used in a manner that loose or falling soil cannot enter over the top or through the end of the shield. End plates may be required. Spoil piles must be kept back from the edge of the excavation at least 2 feet.


7.3 Employees shall not be in or under a shield while it is being lifted or moved. 7.4 Bottom of shields may be a maximum of 2 feet above the bottom of the trench if there are no signs

of deterioration of the trench face below or at the end of the shield. 7.5 Use of the spreader system for any purpose other than support for the side wall panels, or for pulling


shield. The width of the excavation shall be no wider than the width of the shield plus 12 inches. 7.7 Use Speed Shore supplied standard spreaders. 7.8 Water shall be prevented from entering the excavation and any water that does accumulate in the

excavation shall be pumped out. 7.9 Contact Speed Shore for any non-typical use of the "SP" Trench Shield.

8.0 EXAMPLE TO ILLUSTRATE THE USE OF TABLE SP-1: Problem: A trench is 8 feet deep in soil that has been classified by the competent person to be O.S.H.A. Type B. For pipe joint purposes, 20 feet long shields are required. Which "SP" Trench Shield may be used?

Studying Table SP-2 shows that a TS-820SP6 is adequate down to 31 feet.



TABLE SP-1

MODEL

CAPACITY MAXIMUM DEPTH RATING VERTICAL WEIGHT P.S.F. FOR SOIL TYPES PIPE APPX.

FEET CLEARANCE POUNDS A-25 B-45 C-60 C-80 INCHES

TS-0408SP4 5,540 50 50 50 50 20 2,430 TS-0410SP4 3,510 50 50 50 45 20 2,700 TS-0412SP4 2,365 50 50 40 31 20 3,125 TS-0416SP4 1,282 50 29 22 17 20 3,910 TS-0420SP4 803 31 18 14 11 20 4,595 TS-0424SP4 550 21 13 10 8 20 5,450 TS-0608SP4 4,240 50 50 50 50 42 3,150 TS-0610SP4 3,392 50 50 50 45 42 3,850 TS-0612SP4 2,353 50 50 41 32 42 4,350 TS-0616SP4 1,276 50 30 23 18 42 5,500 TS-0620SP4 889 36 21 17 13 42 7,075 TS-0624SP4 609 24 15 12 10 42 8,350 TS-0808SP4 2,275 50 50 41 32 65 3,950 TS-0810SP4 1,820 50 43 33 26 65 4,450 TS-0812SP4 1,517 50 36 28 22 65 5,470 TS-0816SP4 1,254 50 30 24 19 65 6,965 TS-0820SP4 899 37 22 18 14 65 9,200 TS-0824SP4 615 26 16 13 11 65 11,000 TS-1010SP4 1105 46 28 22 18 86 5,650 TS-1012SP4 921 39 24 19 16 86 6,490 TS-1016SP4 761 33 20 16 14 86 9,000 TS-1020SP4 609 26 17 14 12 86 12,200 TS-1024SP4 507 22 15 12 10 86 14,700



TABLE SP-2

MODEL

CAPACITY MAXIMUM DEPTH RATING VERTICAL

WEIGHT P.S.F. FOR SOIL TYPES PIPE APPX.

FEET CLEARANCE POUNDS A-25 B-45 C-60 C-80 INCHES

TS-0412SP6 3,890 50 50 50 50 20 3,700 TS-0416SP6 2,109 50 47 36 27 20 4,650 TS-0420SP6 1,320 50 30 23 18 20 5,675 TS-0424SP6 904 35 20 16 12 20 6,550 TS-0428SP6 657 25 15 12 9 20 7,500 TS-0612SP6 3,814 50 50 50 50 42 4,950 TS-0616SP6 2,068 50 47 36 28 42 6,400 TS-0620SP6 1,295 50 30 23 18 42 7,750 TS-0624SP6 978 39 23 18 14 42 9,525 TS-0628SP6 711 29 17 14 11 42 10,750 TS-0812SP6 2,649 50 50 47 36 65 6,100 TS-0816SP6 2,047 50 48 37 29 65 7,875 TS-0820SP6 1,282 50 31 24 19 65 9,450 TS-0824SP6 980 40 24 19 15 65 11,750 TS-0828SP6 804 33 20 16 13 65 14,800 TS-1012SP6 1,629 50 40 31 24 86 6,960 TS-1016SP6 1,311 50 33 26 20 86 9,865 TS-1020SP6 1,049 44 27 21 17 86 11,775 TS-1024SP6 874 37 23 18 15 86 13,850 TS-1028SP6 749 32 20 16 13 86 16,600

Notes: (1) If a specific model "SP" trench shield is not shown in Table SP-1, the competent person must refer to the

trench shield certification to determine capacity and working depths. All other aspects of this tabulated data applies to any "SP" shield not shown in Table SP-1.

(2) Weights are approximate. (3) Standard spreader sizes for "SP" shields are 8” schedule 80 pipes, maximum length of 20’.

SPEED SHORE


TUFF-LITETM 3" TUFF-LITETM 4" TUFF-LITETM 6"


February 1, 2004




February 1, 2004 TRENCH SHIELDS – TUFF-LITE TM Page 2 of 8


W A R N I N G




PROPER USE OF THE PROTECTIVE SYSTEM AND ALL SAFETY PRECAUTIONS. EXCAVATIONS AND PROTECTIVE SYSTEMS SHALL BE INSPECTED AT LEAST DAILY

AND WHENEVER THERE IS A CHANGE OF SOIL, WATER OR OTHER JOB SITE CONDITIONS.



ALL INSTALLATION AND REMOVAL OF SHORING AND SHIELDING SHALL BE FROM

ABOVE GROUND ONLY. DO NOT ALLOW PERSONNEL TO ENTER AN EXCAVATION THAT IS NOT PROPERLY

SHORED, SHIELDED OR SLOPED. PERSONNEL SHALL ALWAYS WORK WITHIN THE SHORING AND SHIELDING.

PERSONNEL SHALL NOT STAND ON THE EDGE OF AN UNSHORED EXCAVATION. ALL PERSONNEL SHALL ENTER AND EXIT EXCAVATIONS ONLY WITHIN SHIELDED

OR SHORED AREAS. SPEED SHORE'S "MANUFACTURER'S TABULATED DATA" IS A GENERAL SET OF GUIDELINES AND TABLES TO ASSIST THE COMPETENT PERSON IN SELECTING A SAFETY SYSTEM AND THE PROPER SHORING OR SHIELDING EQUIPMENT. THE COMPETENT PERSON HAS SOLE RESPONSIBILITY FOR JOB SITE SAFETY AND THE PROPER SELECTION AND INSTALLATION AND REMOVAL OF THE SHORING OR SHIELDING EQUIPMENT. THIS TABULATED DATA IS NOT INTENDED TO BE USED AS A JOB SPECIFIC EXCAVATION SAFETY PLAN, BUT SHALL BE USED BY THE COMPETENT PERSON TO SUPPLEMENT HIS TRAINING, HIS EXPERIENCE AND HIS KNOWLEDGE OF THE JOB CONDITIONS AND SOIL TYPE.




1.0 SCOPE

1.1 Speed Shore's Tabulated Data complies with the OSHA Excavation Standards as stated in the Code of Federal Regulations 29, Part 1926, Subpart P - Excavations, Section 1926.652(c)(2). The contractor’s competent person in the selection of Speed Shore Tuff-LiteTM Shields shall only use this data. The competent person shall be experienced and knowledgeable in trenching and excavation procedures, soil identification and in the use of Speed Shore Tuff-LiteTM Trench Shields.

1.2 All personnel involved in the installation, removal and use of Tuff-LiteTM Trench Shields shall be trained in their use and advised of appropriate safety procedures.

1.3 Table TL3-1, TL4-1 and TL6-1 are based upon requirements stated in CFR 29, Part 1926 and applicable portions of CFR 29, Part 1910. The competent person shall know and understand the requirements of those standards before using this data.


1.5 This data refers to the Code of Federal Regulations, 29, Parts 1910 and 1926. Where states have their own state OSHA plan, refer to similar regulations in the current construction rules published by the state office of Occupational Health and Safety.

1.6 Tables TL3-1, TL4-1 and TL6-1 shall be used only in excavations with soil conditions as noted. For other soil and excavation conditions and depths, site-specific engineered designs are required. Contact Speed Shore Corporation for assistance.

1.7 This Tabulated Data is applicable for standard products manufactured exclusively by Speed Shore and may only be used with Speed Shore manufactured products. Any modification of Speed Shore products not specifically authorized by Speed Shore Corporation voids this tab data.




3.1 In order to use the data presented in Tables TL3-1, TL4-1, and TL6-1 the soil type, or types, in which the excavation is cut shall first be determined by the competent person according to the OSHA soil classifications as set forth in CFR 29, Part 1926, Subpart P, Appendix A.

3.2 Tables TL3-1, TL4-1, and TL6-1 also reference Type C-60 soil (see 3.3 for definition). 3.3 Type C-60 soil is a moist, cohesive soil or a moist dense granular soil, which does not fit into

OSHA Type A or Type B classifications, and is not flowing or submerged. This material can be cut with near vertical sidewalls and will stand unsupported long enough to allow the shields to be properly installed. The competent person must monitor the excavation for signs of deterioration of the soil as indicated by, but not limited to, freely seeping water or flowing soil entering the excavation around or below the Trench Shield. An alternate design for less-stable Type C soil may be required where there is evidence of deterioration.



3.4 Water flowing into an excavation, from either above or below ground, will cause a decrease in the stability of the soil. Therefore, the competent person shall take action to prevent water from entering the excavation and promptly remove any water that accumulates in the excavation. Closer monitoring of the soil is required under wet conditions, particularly in the less cohesive (weaker) soil conditions. A small amount of water, or flowing conditions may downgrade the soil classification to a less stable classification. A large amount of water, or flowing conditions will downgrade all soils to OSHA. Type C. Speed Shore shoring and shielding systems may be used safely in wet conditions when the excavation is monitored by the competent person. Example: When repairing a leak in utility lines, it is often difficult or even impossible to keep water out of the excavation.


4.1 Information is presented in tabular form in Tables TL3-1, TL4-1, and TL6-1 for use in OSHA. Type A, B and C soils, and for use in Type C-60 soil (see 3.3 for definition).

4.2 Tables TL3-1, TL4-1, and TL6-1 is not considered adequate when loads imposed by structures or by stored material adjacent to the trench weigh in excess of the load imposed by 3 feet of soil surcharge. The term "adjacent" as used here means the area within a horizontal distance from the edge of the trench equal to the depth of the trench.

4.3 Using Tables TL3-1, TL4-1, and TL6-1 the competent person determines the maximum depth the Tuff-LiteTM Trench Shield may be used.

5.0 ASSEMBLY

5.1 A competent person before assembly shall inspect all Tuff-LiteTM Shields components. 5.2 Any damage shall be evaluated and repairs made under the direction of a registered

professional engineer. All missing or damaged components shall be replaced with genuine Speed Shore parts.

5.3 All lifting and pulling equipment, (including cables, slings, chains, shackles and safety hooks) used to handle shields or components shall be evaluated for lifting capacity, and inspected for damage or defects, prior to use, by experienced operators and shall meet OSHA requirements.


5.5 Spreaders, pins with keepers and accessories shall be in place before using the Tuff-LiteTM shields.

5.6 Two spreaders are required at each end of all shields. 5.7 All spreaders shall be pinned at each end with 1.5-inch diameter pins furnished by Speed

Shore. 5.8 Assembly instructions:

5.8.1 Lay first Tuff-LiteTM panel on ground, spreader sockets up 5.8.2 Stand spreaders over sockets and insert pins with keepers. 5.8.3 Lower second Tuff-LiteTM panel onto spreader tubes and insert pins with keepers. 5.8.4 Attach 4-point lifting sling to lifting brackets. 5.8.5 Stand Tuff-LiteTM shield up, attach tag lines and install into trench properly.

6.0 INSPECTION

6.1 The competent person must evaluate the soils to assure the lateral pressure of the soil does not exceed the rated capacity of the Tuff-LiteTM Trench Shields. Soils shall be evaluated in accordance with Part 3.0.




6.3 The competent person must perform daily inspections of the Tuff-LiteTM Trench Shields and accessories. Any deficiencies must be promptly corrected with out exposure to personnel


6.5 Stacked shields shall be monitored to assure that each panel is secured to the one below it. Four feet high stacking shields (those with only 2 spreaders) shall not be used as the bottom shield.


7.1 Employees shall be protected from loose or falling material. Tuff-LiteTM Trench Shields must always be used in a manner that loose or falling soil cannot enter over the top or through the end of the shield. End protection may be required. Spoil piles must be kept back from the edge of the excavation at least 2 feet.


7.3 Employees shall not be in or under a shield while it is being lifted or moved. 7.4 Bottom of shields may be a maximum of 2 feet above the bottom of the trench if there are no

signs of deterioration of the trench face below or at the end of the shield. 7.5 Use of the spreader system for any purpose other than support for the sidewall panels, or for

pulling them forward is prohibited without written permission from the manufacturer. 7.6 The sides of the excavation should be cut vertical and narrow to prevent lateral movement of

the shield. The width of the excavation shall be no wider than the width of the shield plus 12 inches.

7.7 Only use Speed Shore supplied standard spreaders. 7.8 Water shall be prevented from entering the excavation and any water that does accumulate in

the excavation shall be pumped out. 7.9 Contact Speed Shore for any non-typical use of the Tuff-LiteTM Trench Shield.

8.0 EXAMPLE TO ILLUSTRATE THE USE OF TABLE TL3-1: Problem: A trench is 8 feet deep in soil that has been classified by the competent person to be OSHA. Type B. For pipe joint purposes, 12 feet long shields are required. Which Tuff-LiteTM Trench Shields may be used?

Studying Table TL3-1 shows that a TS-812TL3 is adequate down to 25 feet.



TABLE TL3-1

MAXIMUM DEPTH RATING FOR SPOIL TYPE

FEET MODEL CAPACITY P.S.F.

A-25 B-45 C-60 C-80

VERTICAL PIPE CLEARANCE

INCHES

WEIGHT APPX.

POUNDS

TS-0406TL3 5,288 50 50 50 50 24 1,286 TS-0408TL3 2,889 50 50 49 37 24 1,567 TS-0410TL3 1,817 50 41 31 24 24 1,848 TS-0412TL3 1,248 49 28 22 17 24 2,128 TS-0414TL3 909 35 21 16 12 24 2,409 TS-0606TL3 3,520 50 50 50 46 36 1,765 TS-0608TL3 2,602 50 50 45 35 36 2,157 TS-0610TL3 1,741 50 40 31 24 36 2,549 TS-0612TL3 1,195 48 28 22 17 36 2,941 TS-0614TL3 871 35 21 16 13 36 3,333 TS-0806TL3 2,064 50 48 37 29 36 2,214 TS-0808TL3 1,526 50 36 28 22 48 2,716 TS-0810TL3 1,210 50 29 23 18 48 3,220 TS-0812TL3 1,003 41 25 20 16 48 3,722 TS-0814TL3 852 35 21 17 14 48 4,226 Notes:

(1) If a specific model TL3 trench shield is not shown in Table TL3-1, the competent person must refer to the trench shield certification to determine capacity and working depths. All other aspects of this tabulated data applies to any TL3 shield not shown in Table TL3-1.

(2) Weights are approximate. (3) Standard spreader sizes for TL3 shields are 5” schedule 80 pipes, maximum length of 12’. Spreader materials

shall conform to ASTM A501 or ASTM A53, Type E or S, grade B.



TABLE TL4-1


FOR SPOIL TYPE (FEET) MODEL CAPACITYP.S.F. A-25 B-45 C-60 C-80


INCHES

WEIGHT APPX

POUNDSTS-0406TL4 8,441 50 50 50 50 24 1,540 TS-0408TL4 4,708 50 50 50 50 24 1,870 TS-0410TL4 2,920 50 50 49 38 24 2,180 TS-0412TL4 1,987 50 45 34 26 24 2,470 TS-0414TL4 1,439 50 32 25 19 24 2,790 TS-0416TL4 1,090 43 25 19 15 24 3,160 TS-0420TL4 687 27 16 12 10 24 3,775 TS-0606TL4 4,822 50 50 50 50 36 2,010 TS-0608TL4 3,522 50 50 50 46 36 2,425 TS-0610LT4 2,717 50 50 47 36 36 2,790 TS-0612TL4 1,848 50 42 33 25 36 3,205 TS-0614TL4 1,338 50 31 24 19 36 3,615 TS-0616TL4 1,014 41 24 19 15 36 4,190 TS-0620TL4 639 26 16 12 10 36 4,540 TS-0806TL4 3,228 50 50 50 43 48 2,290 TS-0808TL4 2,357 50 50 42 33 48 3,050 TS-0810TL4 1,857 50 44 34 26 48 3,580 TS-0812TL4 1,531 50 36 28 22 48 4,130 TS-0814TL4 1,288 50 31 24 19 48 4,750 TS-0816TL4 975 40 24 19 15 48 5,230 TS-0820TL4 615 26 16 13 11 48 6,290

Notes: (4) If a specific model TL4 trench shield is not shown in Table TL4-1, the competent person must refer to the

trench shield certification to determine capacity and working depths. All other aspects of this tabulated data applies to any TL4 shield not shown in Tables TL4-1.





TABLE TL6-1

MAXIMUM DEPTH RATING FOR SPOIL TYPE (FEET) MODEL CAPACITY

P.S.F. A-25 B-45 C-60 C-80


INCHES

WEIGHT APPX.

POUNDS TS-0412TL6 4,321 50 50 50 50 20 3,813 TS-0416TL6 2,352 50 50 40 31 20 4,825 TS-0420TL6 1,476 50 33 25 20 20 5,836 TS-0424TL6 1,012 40 23 18 14 20 6,848 TS-0428TL6 737 29 17 13 10 20 7,860 TS-0612TL6 4,096 50 50 50 50 42 5,000 TS-0616TL6 2,229 50 50 39 30 42 6,356 TS-0620TL6 1,399 50 32 25 20 42 7,711 TS-0624TL6 959 38 23 18 14 42 9,067 TS-0628TL6 698 28 17 13 11 42 10,423 TS-0812TL6 2,479 50 50 44 34 65 6,275 TS-0816TL6 1,732 50 41 32 25 65 7,974 TS-0820TL6 1,361 50 33 25 20 65 9,673 TS-0824TL6 933 38 23 18 15 65 11,373 TS-0828TL6 679 28 17 14 12 65 13,070 Notes

(7) If a specific model TL6 trench shield is not shown in Table TL6-1, the competent person must refer to the trench shield certification to determine capacity and working depths. All other aspects of this tabulated data applies to any TL6 shield not shown in Table TL6-1.



SPEED SHORE


"SW" MODELS

STEEL TRENCH SHIELDS 3” and 4” Single Wall

January 01, 2005




January 01, 2005 TRENCH SHIELDS – “SW” MODELS Page 2 of 7


W A R N I N G
















1.0 SCOPE



1.3 Table TS-1is based upon requirements stated in CFR 29, Part 1926 and applicable portions of CFR 29, Part 1910. The competent person shall know and understand the requirements of those parts before using this data.



1.6 Table TS-1shall be used only in excavations with soil conditions as noted. For other soil and excavation conditions and depths, site-specific engineered designs are required. Contact Speed Shore Corporation for assistance.





3.1 In order to use the data presented in Table TS-1, the soil type, or types, in which the excavation is cut shall first be determined by the competent person according to the O.S.H.A. soil classifications as set forth in CFR 29, Part 1926, Subpart P, Appendix A.

3.2 Table TS-1 is also for use in Type C-60 soil (see 3.3 for definition). 3.3 Type C-60 soil is a moist, cohesive soil or a moist dense granular soil which does not fit into Type A


3.4 Water flowing into an excavation, from either above or below ground, will cause a decrease in the stability of the soil. Therefore, the competent person shall take action to prevent water from entering the excavation and promptly remove any water that accumulates in the excavation. Closer monitoring of the soil is required under wet conditions, particularly in the less cohesive (weaker) soil conditions. A small amount of water, or flowing conditions may downgrade the soil classification to a less stable



classification. A large amount of water, or flowing conditions will downgrade all soils to O.S.H.A. Type C. Speed Shore shoring and shielding systems may be used safely in wet conditions when the excavation is monitored by the competent person. Example: When repairing a leak in utility lines, it is often difficult or even impossible to keep water out of the excavation.


4.1 Information is presented in tabular form in Table TS-1 is for use in O.S.H.A. Type A, B and C soils, and for use in Type C-60 soil (see 3.3 for definition).

4.2 Table TS-1 is not considered adequate when loads imposed by structures or by stored material adjacent to the trench weigh in excess of the load imposed by 3 feet of soil surcharge. The term "adjacent" as used here means the area within a horizontal distance from the edge of the trench equal to the depth of the trench.

4.3 Using Table TS-1 after determining the soil type, the competent person determines the maximum depth the Trench Shield may be used.

5.0 ASSEMBLY






5.6 Standard Spreader Requirements: 5.6.1 3” Single Wall Shields - Diameter 4” schedule 40, 8’ Maximum Spreader Length. 5.6.2 4” Single Wall Shields - Diameter 5” schedule 80, 12’ Maximum Spreader Length.

5.7 Two spreaders are required at each end of all shields. 5.8 All spreaders shall be singled or doubled pinned at each end, based on number of holes in the spreader



5.10 Trench Shields may be stacked utilizing stacking socket and appurtenances providing the allowable designed depth rating for each shield is not exceeded in the table TS-1.

6.0 INSPECTION

6.1 The competent person must evaluate the soils to assure the rated capacity of the Trench Shields is not exceeded by the lateral pressure of the soil. Soils shall be evaluated in accordance with Part 3.0.


6.3 Daily inspections of the Trench Shield and accessories must be performed by the competent person and deficiencies corrected.






7.1 Employees shall be protected from loose or falling material. Trench Shields must always be used in a manner that loose or falling soil cannot enter over the top or through the end of the shield. End plates may be required. Spoil piles must be kept back from the edge of the excavation at least 2 feet.





shield. The width of the excavation shall be no wider than the width of the shield plus 12 inches. 7.7 A Speed Shore supplied arch spreader may be used in place of standard spreaders. 7.8 Water shall be prevented from entering the excavation and any water that does accumulate in the

excavation shall be pumped out. 7.9 Contact Speed Shore for any non-typical use of the Trench Shield.

8.0 EXAMPLE TO ILLUSTRATE THE USE OF TABLE TS-1:

Problem: A trench is 8 feet deep in soil that has been classified by the competent person to be O.S.H.A. Type B. For pipe joint purposes, 10 feet long shields are required. The contractor prefers to use a rubber tire back-hole. Which Trench Shields may be used? Studying Table TS-1 shows that a TS-0810SW3 is adequate down to 12 feet. Further down the table is a TS-0810SW4, which is adequate down to 20 feet. Either of these 2 shields may be used. However due to machine limitations the 3” may be preferred.



TABLE TS-1 "SW" MODELS SINGLE WALLS



P.S.F. A-25 B-35 B-45 C-60 C-80

VERTICAL PIPE

CLEARANCE INCHES

WEIGHT APPX.

POUNDS

3” SINGLE WALL TS-0406SW3 1700 25 25 25 25 22 22” 935 TS-0408SW3 910 25 25 20 16 13 22” 1150 TS-0410SW3 570 21 16 13 10 8 22” 1395 TS-0412SW3 510 19 14 12 9 8 22” 1760 TS-0606SW3 1200 25 25 25 22 17 34” 1305 TS-0608SW3 820 25 24 19 15 12 34” 1655 TS-0610SW3 510 20 15 13 10 9 34” 1965 TS-0612SW3 430 17 13 11 9 7 34” 2415 TS-0806SW3 750 25 22 18 14 12 46” 1665 TS-0808SW3 560 23 18 15 12 10 46” 2055 TS-0810SW3 450 18 14 12 10 8 46” 2520 TS-0812SW3 380 16 12 11 9 8 46” 3060

4” SINGLE WALL TS-0406SW4 2840 25 25 25 25 25 22” 1020 TS-0408SW4 1520 25 25 25 25 20 22” 1250 TS-0410SW4 950 25 25 21 17 13 22” 1575 TS-0412SW4 650 24 18 15 12 9 22” 1775 TS-0414SW4 670 25 19 15 12 10 22” 2350 TS-0416SW4 650 24 18 15 12 9 22” 3010 TS-0606SW4 2080 25 25 25 25 25 36” 1550 TS-0608SW4 1520 25 25 25 25 21 36” 1890 TS-0610SW4 950 25 25 22 18 14 36” 2300 TS-0612SW4 650 25 19 16 13 10 36” 2810 TS-0614SW4 600 23 18 15 12 10 36” 3225 TS-0616SW4 460 18 14 11 9 8 36” 3590 TS-0806SW4 1300 25 25 25 24 19 46” 1985 TS-0808SW4 980 25 25 24 19 15 46” 2425 TS-0810SW4 780 25 23 20 16 13 46” 2980 TS-0812SW4 650 25 20 17 14 11 46” 3510 TS-0814SW4 560 23 18 15 12 10 46” 4075 TS-0816SW4 430 18 14 12 10 9 46” 4710

(1) If a specific model SW trench shield is not shown in Table TS-1, the competent person must refer to the trench shield certification to determine capacity and working depths. All other aspects of this tabulated data will apply to any SW shield not shown in Tables TS-1.

(2) Weights are approximate. (3) Standard spreader sizes for SW trench shields as shown in Table TS-1:

3.1. 3” Single Wall - 4” schedule 40 pipe, maximum length of 8’. 3.2. 4” Single Wall - 5” schedule 80 pipe, maximum length of 12’.

SPEED SHORE


"MHS" MODELS

STEEL MANHOLE SHIELDS 4” Single Wall 4” Double Wall

4” Double Wall with Cut-Outs

January 01, 2005

3330 S. SAM HOUSTON PKWY E. HOUSTON, TEXAS 77047 Tel: (713) 943-0750 U.S.A. Toll Free: (800) 231-6662 Fax: (713) 943-8483


January 01, 2005 TRENCH SHIELDS – “MHS” MODELS Page 2 of 6


W A R N I N G















SPEED SHORE

TABULATED DATA

1.0 SCOPE



1.3 Table MHS-1 is based upon requirements stated in CFR 29, Part 1926 and applicable portions of CFR 29, Part 1910. The competent person shall know and understand the requirements of those parts before using this data.



1.6 Table MHS-1 shall be used only in excavations with soil conditions as noted. For other soil and excavation conditions and depths, site-specific engineered designs are required. Contact Speed Shore Corporation for assistance.





3.1 In order to use the data presented in Table MHS-1, the soil type, or types, in which the excavation is cut shall first be determined by the competent person according to the O.S.H.A. soil classifications as set forth in CFR 29, Part 1926, Subpart P, Appendix A.

3.2 Table MHS-1 is also for use in Type C-60 soil (see 3.3 for definition). 3.3 Type C-60 soil is a moist, cohesive soil or a moist dense granular soil which does not fit into Type A


3.4 Water flowing into an excavation, from either above or below ground, will cause a decrease in the stability of the soil. Therefore, the competent person shall take action to prevent water from entering the excavation and promptly remove any water that accumulates in the excavation. Closer monitoring of the soil is required under wet conditions, particularly in the less cohesive (weaker) soil conditions. A



small amount of water, or flowing conditions may downgrade the soil classification to a less stable classification. A large amount of water, or flowing conditions will downgrade all soils to O.S.H.A. Type C. Speed Shore shoring and shielding systems may be used safely in wet conditions when the excavation is monitored by the competent person. Example: When repairing a leak in utility lines, it is often difficult or even impossible to keep water out of the excavation.


4.1 Information is presented in tabular form in Table MHS-1 is for use in O.S.H.A. Type A, B and C soils, and for use in Type C-60 soil (see 3.3 for definition).

4.2 Table MHS-1 is not considered adequate when loads imposed by structures or by stored material adjacent to the trench weigh in excess of the load imposed by 3 feet of soil surcharge. The term "adjacent" as used here means the area within a horizontal distance from the edge of the trench equal to the depth of the trench.

4.3 Using Table MHS-1 after determining the soil type, the competent person determines the maximum depth the Manhole Shield may be used.

5.0 ASSEMBLY





5.5 Spreaders, pins with keepers and accessories shall be in place before using the shields. 5.6 Standard Spreader Requirements is limited to 5” schedule 80 pipe, maximum length of 4’. 5.7 Two spreaders are required at each end of all shields. 5.8 All spreaders shall be singled or doubled pinned at each end, based on number of holes in the spreader



5.10 Manhole Shields may be stacked utilizing stacking socket and appurtenances providing the allowable designed depth rating for each shield is not exceeded in the Table MHS-1.

5.11 All replaceable cutouts in the Manhole Shields shall be filled with Speed Shore supplied cover panels when the block-outs are not being used.

6.0 INSPECTION

6.1 The competent person must evaluate the soils to assure the rated capacity of the Manhole Shields is not exceeded by the lateral pressure of the soil. Soils shall be evaluated in accordance with Part 3.0.


6.3 Daily inspections of the Manhole Shield and accessories must be performed by the competent person and deficiencies corrected.






7.1 Employees shall be protected from loose or falling material. Manhole Shields must always be used in a manner that loose or falling soil cannot enter over the top or through the end of the shield. End plates may be required. Spoil piles must be kept back from the edge of the excavation at least 2 feet.





shield. The width of the excavation shall be no wider than the width of the shield plus 12 inches. 7.7 Water shall be prevented from entering the excavation and any water that does accumulate in the

excavation shall be pumped out. 7.8 Contact Speed Shore for any non-typical use of the Manhole Shield.

8.0 EXAMPLE TO ILLUSTRATE THE USE OF TABLE MHS-1:

Problem: A precast manhole 8’ diameter is being set 16’ deep in soil that has been classified by the competent person to be O.S.H.A. Type C soil. Stacking 2 identical 8 feet high Manhole shields is desired. Which Manhole Shields may be used? Studying Table MHS-1 shows that a MHS-0812-DW is adequate down to 30 feet deep in C-80 soil. Further down the table is a MHS-0812-DW-RC is adequate down to 21 feet in C-80 soil. Either of these 2 shields may be used.



TABLE MHS-1 "MHS" MODELS DOUBLE SKIN PLATE WALLS



P.S.F. A-25 B-35 B-45 C-60 C-80

VERTICAL PIPE

CLEARANCE INCHES

WEIGHT APPX.

POUNDS

4” SINGLE WALL MHS-0408-SW 2027 50 50 45 35 26 22” 2350 MHS-0410-SW 1275 50 36 29 22 17 22” 2850 MHS-0412-SW 875 34 25 20 15 12 22” 3500 MHS-0808-SW 1641 50 49 39 30 24 45” 3625 MHS-0810-SW 1032 42 31 25 20 16 45” 4650 MHS-0812-SW 708 29 22 18 15 12 45” 5245

4” DOUBLE WALL MHS-0408-DW 5159 50 50 50 50 50 22” 2450 MHS-0410-DW 3245 50 50 50 50 42 22” 3575 MHS-0412-DW 2228 50 50 50 38 29 22” 4200 MHS-0808-DW 5055 50 50 50 50 50 45” 4170 MHS-0810-DW 3180 50 50 50 50 43 45” 5450 MHS-0812-DW 2183 50 50 50 39 30 45” 6500

4” DOUBLE WALL with Cut-Outs MHS-0808-DW-RC 3800 50 50 50 50 50 45” 4580 MHS-0810-DW-RC 2238 50 50 50 40 31 45” 5440 MHS-0812-DW-RC 1465 50 44 35 27 21 45” 6475

(1) If a specific model Manhole shield is not shown in Table MHS-1, the competent person must refer to the

Manhole shield certification to determine capacity and working depths. All other aspects of this tabulated data will apply to any Manhole shield not shown in Tables MHS-1.

(2) Weights are approximate. (3) Standard spreader sizes for Manhole trench shields as shown in Table MHS-1 is limited to 5” schedule 80

pipe, maximum length of 4’. (4) Sidewall wings dimensions as follow:

a. 2’ long on 8’ wide Manhole Shields. b. 3’ long on 10’ wide Manhole Shields. c. 4’ long on 12’ wide Manhole Shields.

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