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HomeMy WebLinkAboutCAG2019-220 - Change Order - #4 - Scarsella Bros, Inc - 228th St UPRR Grade Separation Bridge & Roadway - 01/10/2020 Agreement Routing Form • For Approvals,Signatures and Records Management This form combines&replaces the Request for Mayor's Signature and Contract Cover Sheet forms. KE N T WASHINGTON (Print on pink or cherry colored paper) Originator: Department: S. Anderson PW Engineering Date Sent: Date Required: > 2/24/20 N/A 0 Authorized to Sign: Date of Council Approval: 0 Director or Designee ❑Mayor N/A Q Budget Account Number: Grant? 0 Yes ❑ No Budget? ElYes El No Type: Federal,State,Local Vendor Name: Category: Scarsella Bros, Inc. Contract Vendor Number: Sub-Category: c 34547 Change Order 0 Project Name: S.228th St. Union Pacific Railroad Grade Separation Bridge and Roadway E Phase 5 0 Furnish and install JV CIPP liner in the existing sewer run from MH F53 to MH F57,instead of removal and replacement as called for on 4- Project Details:Contract Drawing 13 of 68.CIPP liner shall be installed per manufacturer's recommendations.Existing pipe shall be cleaned thoroughly before and after CIPP installation.The contractor shall CCTC pipe after installation and provide video to the City. it c E Agreement Amount: $-1,191.78 Basis for Selection of Contractor: Bid W i Start Date: N/A Termination Date: N/A Q Local Business? ❑Yes 0 No* *If meets requirements per KCC3.70.700,please complete"Vendor Purchase-Local Exceptions"form on Cityspoce. Notice required prior to disclosure? Contract Number:A6 0 1 ' ❑Yes 0 No C ,1 Gi 2-0 1 f � 2-0 Date Received by City Attorney: Comments: Im c 3 3 0 a, a cc �a c p� Date Routed to the Mayor's Office: Vf Date Routed to the City Clerk's Office: daccw22373_1_20 Visit Documents.KentWA.gov to obtain copies of all agreements • KENT W AS HI NGTOh CHANGE ORDER NO. # 4 NAME OF CONTRACTOR: Scarsella Bros, Inc. ("Contractor") CONTRACT NAME & PROJECT NUMBER:S. 228th St. Union Pacific Railroad Grade Separation Bridge and Roadway Phase 5 ORIGINAL CONTRACT DATE: April 19, 2019 This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: This change makes the following revision to the contract documents: Furnish and install UV CIPP liner in the existing sewer run from MH F53 to MH F57, instead of removal and replacement as called for on Contract Drawing 13 of 68. CIPP liner shall be installed per manufacturer's recommendations. Existing pipe shall be cleaned thoroughly before and after CIPP installation. The contractor shall CCTC pipe after installation and provide video to the City. 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $13,802,146.40 (including applicable alternates and WSST) Net Change by Previous Change Orders $-19,420.16 (incl. applicable WSST) Current Contract Amount $13,782,726.24 (incl. Previous Change Orders) Current Change Order $-1 191.78 Applicable WSST Tax on this Change $0.00 Order Revised Contract Sum $13,781,534.46 CHANGE ORDER - 1 OF 3 Original Time for Completion 240 working days (insert date) Revised Time for Completion under 240 working days prior Change Orders (insert date) Days Required (f) for this Change Order calendar days Revised Time for Completion 240 working days (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: 201� By: (signature) (s gnature) Print Name: Print Name: Ti othy J. LaPorte, P.E. Its Its Public Works Director (title) / le) DATE: //X/Z07,0 DATE: T CHANGE ORDER - 2 OF 3 ATTEST: APPROVED AS TO FORM: (applicable if Mayor's signature required) eny Kent City Clerk Kent Law Department [in this field,you may enter the electronic filepath where the contract has been saved] CHANGE ORDER - 3 OF 3 KENT FILE NO: 200.2 CHANGE ORDER WORKSHEET NO. 004 Construction Management Division - Public Works Project S. 228th St Union Pacific Railroad Project No.: 07-3022 Grade Separation Ph 5 Project Engineer: Cameron Bloomer, PE Fed-Aid No.: HLP 1216 (006) Owners Rep: KBA, Inc Contractor: Scarsella Bros. Inc. Date: 12/27/2019 I. PROPOSED CHANGE This Change makes the following revisions to the Contract Documents: • Furnish and Install UV CIPP liner in the existing sewer run from MH F53 to MH F57, instead of removal and replacement as called for on Contract Drawing 13 of 68. CIPP Liner shall be installed per manufacturer's recommendations. Existing pipe shall be cleaned thoroughly before and after CIPP installation. The contractor shall CCTV pipe after installation and provide video to the City. H. REASON AND BACKGROUND FOR CHANGE During the removal of pavement and potholing of existing utilities in the sewer trench line, multiple utilities were discovered that were not shown on the plan. The density of utilities between existing MH 53 and the existing 66" CMP storm line would have made safely shoring an open cut trench very difficult. The City requested the contractor provide a price to CIPP line the sewer run instead of open trenching, and accepted the second bid provided. III. METHOD OF PAYMENT NEW PAY ITEM(S) ❑ Not Applicable Change Order No. - FOR ACCOUNTING USE ONLY Sch. No. Item Description Total Est. Qty this Unit Unit Price Total Estimated Cost of Qty PE Item _._._......... .............. ............._....._.__....__.._._._..._....._...`...._.._ 1..._......_..__......_._._..............._._.. -....'............_�S...__.....1....._. .$5,768.22 $5 768.22 r _ n ..._. ....._-._...._.._.......---......__.. ......._............_....._......._.._.......-.........................._-..............-.... -------..........................-........__............_.._.......---- ...._.__......_.._........- - - ........_._.... _._._._....._......_...._...__ ...._.. r .. .._......_........_...__...._._......_..._ ..__.......: : i I _.._............................._..._................._._...............---.... -............_._............_....._....................... .. ....... _-...._....--._............ ..............._.........__......._...._...............-....--._.................-- ..._.._._.._.._.........................................---.._.._......_.... ... j ............................_._._......_...._........._..__._....................................................................................--..._..__._._.._.........................................-._._.............._..__.._._..._............ - . ...._._ .....;_.. ._......._.._............................................; ..................................................................__.................. ❑ ; Independent Estimate Attached ❑ ; CREATE PAY ITEM ONLY- Payment to be made i ❑ PAY THIS PAY ESTIMATE -RE QUIRED at a later date upon completion of work ❑ -.... .........................-----...._..... Material Submittals Required - CC: Construction Coordinator New Sub Reqrd? I No DELETE EXISTING PAY ITEM(S) per 1-09.5 ❑ Not Applicable Change Order No. - FOR ACCOUNTING USE ONLY Sch.No. B.I. No. Item Description Qty Unit Unit Price _ Cost of Item i i 13 13005 Ductile Iron Sewer -58 LF $120 $6 960.00 ...... _._....__..__..__...._.._._.... ............ 1 REV. DATE: 3/15/19 KE 0 FILE NO: 200.2 w aro Pipe, 8 Inch Diameter Class 52 Unlined ..............._..........................._.:...._...._. ........_.........__------ _............-..................... -..........--....._....... _............._........_....- ....--......._._..._.._._.._.._.........._............._....._................. _.. $ Independent Estimate Attached -REQUIRED INCREASE/DECREASE TO EXISTING PAY ITEM(S) ® Not Applicable Change Order No. - FOR ACCOUNTING USE ONLY Sch. No B 1 No. Item Description ! Unit Unit Price Cost of Item ...._.. ._,......_........,.__.. .......................... _ _................_..._........_..._...__.........._-......__E Qty .....»._.. _ _.............. ......._._..... .,....._....... .._.... ..._...__..........._......--............. ». -- - ......._.................. ........._.__..__._._.>_................................................_..........._...._......_... _...._...._..._...._._......__._..............._.........._......... i Independent Estimate Attached - REQUIRED Ej TOTAL ESTIMATED COST OF CHANGE ORDER * -$1,191.78 *Total of the Cost of Item Columns THIS PAY ESTIMATE 0 IV. WORKING DAYS Original Contract 240 Due This Change Order* 0 Previous Total 240 _......._ .......... _ _ .._...... ....._ .._ _._....-....._.._........_ ..................... DATE: .:.. DATE * Ex sanation Justification Re uired: This CO's work scope is not critical path. No adjustment to contract time is being made. TOTAL WORKING DAYS* 1 240 *This Change Order + Previous Total All work, materials and measurements to be in accordance with the Standard Specifications and Contract Special Provisions for the type of work described. Prepared By: Cameron Bloomer Date: 12 27419 IZ IC! Construction Supervisor: '`� Date: Construction Manager: Date: j -7 2 REV. DATE: 3/15/19 Barry, Jason From: Cameron Bloomer <cbloomer@kbacm.com> Sent: Monday, November 25, 2019 9:45 AM To: Matthew Scarsella Cc: Barry, Jason; Kuehne, Paul; Nsharra Key; Gary Paxton; Nick Venema Subject: RE: COP 004 8in UV CIPP Sewer Repair EXTERNAL EMAIL Hello Matt, The City accepts this proposal and approves the material. I'll write up the change order. Thank you, Cameron Bloomer, PE C 206.819.7148 ( cbloomer@kbacm.com ILBA, Inc. I Construction Management Specialists ; www.kbacm.com From: Matthew Scarsella <matthew.s@SCARSELLABROS.com> Sent:Thursday, November 21, 2019 2:12 PM To: Cameron Bloomer<cbloomer@kbacm.com> Cc: Barry,Jason <JBarry@kentwa.gov> Subject: COP 004 8in UV CIPP Sewer Repair Cameron, Attached is the Change Order Proposal for the 8" UV CIPP Sewer Repair. Also attached is a submittal of the UV product. Thanks, Matt Scarsella Bros., Inc. Matthew Scarsella, P.E. I Project Manager P.O. Box 68697 Seattle, Washington 98168-0697 o: (253) 872-7173 1 c: (206) 817-2765 matthew.s@scarsellabros.com i Barry, Jason From: Connor, Eric Sent: Monday, November 25, 2019 9:29 AM To: Madfai, Mark; Cameron Bloomer Cc: Kuehne, Paul; Barry, Jason; Bieren, Chad Subject: RE: COP 004 Bin UV CIPP Sewer Repair Let's move forward. Thank you! Eric Eric Connor, Construction Engineering Manager Construction Management I Public Works Department Phone 253-856-5533 1 Cell 253-797-0693 CITY OF KENT, WASHINGTON P!_LASE ENVIRONMENT B-',.'ORE PRINTING THIS E-MAIL From: Madfai, Mark Sent: Monday, November 25, 2019 8:42 AM To: Cameron Bloomer; Connor, Eric Cc: Kuehne, Paul; Barry, Jason Subject: RE: COP 004 8in UV CIPP Sewer Repair I am OK with it as long as Eric is. From: Cameron Bloomer fmailto:cbloomer@kbacm.com] Sent: Monday, November 25, 2019 8:24 AM To: Madfai, Mark<MMadfaiCc@kentwa.gov>; Connor, Eric<EConnor@kentwa.gov> Cc: Kuehne, Paul <PKuehne@kentwa.gov>; Barry,Jason <JBarry@kentwa.gov> Subject: RE: COP 004 8in UV CIPP Sewer Repair EXTERNAL EMAIL Good morning Eric/Mark, With Rob's OK below, I would like to accept the cost proposal. Are you both good with it? Thank you, Cameron Bloomer, PE C 206.819.7148 1 cbloomer@kbacm.com KBA, Inc. I Construction Management Specialists I www.kbacm.com From: Lovell, Rob <RLovell@kentwa.gov> Sent: Monday, November 25, 2019 8:16 AM 1 Barry, Jason From: Cameron Bloomer <cbloomer@kbacm.com> Sent: Monday, November 25, 2019 7:56 AM To: Lovell, Rob Cc: Madfai, Mark; Barry, Jason Subject: FW: COP 004 8in UV CIPP Sewer Repair Attachments: COP 004 8in UV CIPP Sewer Repair.pdf; BKP- Berolina Submittal.pdf EXTERNAL EMAIL Good morning Rob, We received a very competitive price from Insta-Pipe to line the sewer from F53 to the KC Metro MH on the 228th job. I don't have experience with the UV cure system, but the installer believes in it and is excited for the opportunity to get it Infront of the City. Are you OK with us moving forward with this proposal/product? Give me a call with any questions. Thank you, Cameron Bloomer, PE C 206.819,7148 1 cbloomer@kbacm.com KB A, Inc. I Construction Management Specialists I www.kbacm.com From: Matthew Scarsella <matthew.s@SCARSELLABROS.com> Sent:Thursday, November 21, 2019 2:12 PM To: Cameron Bloomer<cbloomer@kbacm.com> Cc: Barry,Jason <JBarry@kentwa.gov> Subject: COP 004 8in UV CIPP Sewer Repair Cameron, Attached is the Change Order Proposal for the 8" UV CIPP Sewer Repair. Also attached is a submittal of the UV product. Thanks, Matt Scarsella Bros., Inc. Matthew Scarsella, P.E. I Project Manager P.O. Box 68697 Seattle, Washington 98168-0697 o: (253) 872-7173 1 c: (206) 817-2765 matthew.s@scarsellabros.com i November21,2019 City of Kent C<7,, -' �� UV Lda 220 Fourth Avenue South �� Kent,WA 98032 ;ljl Attn Cameron Bloomer gg Field Engineer KBA, Inc. RE. 07-3022 228th St. UPRR Phase 5 COP 004 8in UV CIPP Sewer Repair SCARSELLA BROS. IS PLEASED TO SUBMIT THE FOLLOWING CHANGE ORDER PROPOSAL FOR THIS PROJECT: ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE BID AMOUNT 8"UV CIPP Sewer Repair LF 58 S 99.45 S 5,768,10 TOTAL $ 5,768.10 NOTES: Sincerely. Matthew Scarsella Project Manager Date: November 20, 2019 Cell: 206-817-2765 Contact: Matt Scarsella, P.E., PM. Office: 253-872-7173 Company: Scarsella Bros. Fax: Address: PO Box 68697 a mail: matthew.s@scarsellabros.com Seattle, WA 98168-0697 P.O# For acceptance&scheduling please return signed quote to: JOB# Contact: Randy Wilkinson Phone: 360-943-5840 Email: randy@insta-pipe.com UV CIPP Lining 58' X 8" From City of Kent SSMH F53 to SSMH F57 with straight thru access at both ends, Includes End Seals, Clean &TV. (Kent, Brief Job Description: 228th PI. Ph5, add on) Insta-Pipe is pleased to provide the following quote: 1 1 LS Mob $ 1,000.00 $ 1,000.00 2 58 LF 8" UV CIPP Liner $ 54.00 $ 3,132.00 3 1 LS A& I (Prevailing Wage) $ 250.00 $ 250.00 4 2 Ea Hydrophilic End Seals $ 150.00 S 300.00 Sub Total $ 4,682.00 10.0% Resale Sales Tax 468.20 Total $ 5,150.20 Accepted by: Date: Processing Fee:3%Visa/MC,5%Amex Exceptions: Customer Provide: Deliverables: 1 No Bypass included 1 1 Post CCTV No T/C included 2 Access 2 3 3 Traffic Control No Flaggers: No Uniformed Police No Prevailing Wage Yes Certified Crew Yes PACP Operator Permits No Insurance Yes Schedule TBD Proposal Good 90 Days Terms, Net 30 Respectfully ,l 1� wti�t�erti0o� Sr. Estimator/Sales & Mkt. Mgr.. Insta-Pipe, Inc Cell 360-507-1816 Insta-Pipe, Inc, 855 Trosper Rd SW, 108-204, Tumwater,WA 98512 (360)943-5840 Fax(360)943-5865 WA# INSTAI*914P6 BKP 8 E R O L I N A R r, } u ter,, Berol na-Liner 'System Light Speead@ in gravity pipe rehabilitation! 000*11 BKP Berallina-Liner System sE R 0 tr t w n The Berolina-Liner System sets new standards in The Berolina-Liner System is completed by pipe rehabilitation.With the Berolina-Liner Sy- installation equipment specially optimized for the stem, BKP has developed an innovative procedure Berolina-Liner.This is offered by BKP in different which is very successful on the market for the effi- adjusted variants according to clients'specifica- cient and economical rehabilitation of gravity pipes. tions. The Berolina-Liner is a resin-impregnated tube Tailor-made equipment variants make the applica- that is fed through a manhole into the pipe to be tion of the Berolina-Liner System possible at nearly renovated.The liner is cured in place thereby any location globally sealing the pipe against leakage. In addition, the- Berolina-Liner structurally reinforces the piping system.This process avoids the need for extensive excavation and only a marginal,short-term disturbance of the infrastructure around the rehabilitation site is necessary.The energy requi- rement for production, transport and installation of the liner is extremely small in comparison with traditional procedures.Compared to competing systems, the Berolina-Liner System is noted fora EX_N` markedly reduced CO,emission during installation and the curing process. � s • Carbon emission in kg per 100 m The Berolina-Liner is cured by usingm.> Curing process UV-light.This process is temperature- independent and causes far less CO_ emissions than other curing methods. This advantage is,in turn,multiplied by the short installation times,without Water ` the need for extensive trenching and Ste-- disturbance to the economic and so- - cial infrastructure.This is inexpensive and protects our environment. Z 1.1,kg D,Tn I rw) ���eo B KP Rehabilitation B E R O L II IN A After thorough cleaning, first the gliding foil and created in the host pipe within the shortest period then the Berolina-Liner are winched in the host of time and without damage to the environment; pipe.This procedure is known as the"winched in it is a stable inner lining for all customary pipe place procedure".The two ends are closed with materials including brick-lined ducts.The slight end cans, the tube carefully inflated with approx. cross-section loss is functionally compensated by 0.5 bar(7.5 psi)compressed air and pressed onto the smooth and abrasion-tight inner chemically the pipe wall. In this way, the outer film of the protective liner surface of the Berolina-Liner. Berolina-Liner prevents contamination from soil and ground water as well as penetration of resin The curing speeds vary according to the diameter into the laterals. The Berolina-Liner now adapts and wall thickness of the Berolina-Liner. itself positively to all changes in the cross-section and profile. the UV-light.The inner protective film is removed afterwards.The curing takes place emission-free Compressed air as a medium offers,among other with sealed-off tube endings.A new pipe is things, the advantage that the uncured Berolina- flexibility of the Berolina-Liner allow them to be Liner can be inspected during the drawing-in of detected optically.They are then cut out immedia- the UV-light source with the help of a special tely after the curing and the Liner can be closely camera. Following this, the UV-Iight source is bound to the lateral using customary procedures. ignited and drawn through the Berolina-Liner at a defined speed. The liner is thus cured through the UV-light. The inner protective film is removed afterwards.The curing takes place emission-free with sealed-off tube endings.A new pipe is e {J `5 v Liner Structure The unique tube structure is integrated to the The fiberglass arranged along the lengthwise direc- outstanding quality and versatile applicability of tion of the Berolina-Liner enables the absorption the Berolina-Liner System. of all draw-in forces occurring during the liner installation. Only slight wall thicknesses are The Berolina-Liner consists of corrosion-resistant necessary due to the best mechanical parameters. fiberglass complexes and/or polyester felts impregnated with high-grade polyester resin or Through these,cross-section loss is reduced to vinylester resin which are arranged in an overlap- a minimum following the pipe rehabilitation. ping and displaced manner in relation to each BKP produces the Berolina-Liner with a protective other.With its variable stretching property,the inner film and a UV-proof outer film.The seamlessly produced Berolina-Liner fits optimally Berolina-Liners are delivered wet-out and ready into any profile, especially circular and oval to install,guaranteed and usable without loss of profiles of diameters between 150 mm and quality up to 6 months at normal room tempera- s,600 mm(6%63"). Cross-section transitions ture. or profile transitions pose no problems for the Berolina-Liner.The continuous fiber orientation The Berolina-Liners are"continuously" produced in the circumference direction optimizes the and can also be built in extremely long sections power flow without impairing the stretching. (up to 400 m) at a stretch. Characteristics Ring E-module Wall thicknessGRPvs.syt�gbre 0,73 psi i 5,000 N)1 PE-HD _ e_—. PVC Polyester :. �� � r--�. E — J Dumeeer of host Pox(mm) Syvt>e9c fkse;pokyecY The values a!the Berolina-Liner.esmb"nshed by the"I UV"fGerrtian Techfucai l-ionttan+tig Assoua¢ron)arid 0*"Irstit'ite for Pfr,*4:�`onsrruct on at tic Fachkwhsc}tivte Oide bt rg"Ring E-module at least 10.000 Nlmml{1.450.000 psi 1 10,000 MRal,tension E-:nodule approx. 14,000 Worn!i2,030.500 psi?14.M MPa Quality Assurance 5fl� r Production of the Berolina-Liner is internationally • Strain corrosion test certified according to DIN EN ISO 9001:2008 and • Darmstadt tilted drain experiment is regularly inspected by the TUV(German Techni- • Burning test cal Monitoring Association). 2. Internal quality monitoring prior to delivery: In order to ensure continual quality at highest • Functional and reactivity test level,we carry out detailed tests on every produc- • Impermeability test in accordance with tion batch.Alongside the good control system, DIN/EN 1610 the inspections include a constant testing of the • Measurement of the wall thickness liner by our trained production and quality control • Measurement of the initial annular stiffness staff. Not only the production at our plant, but • 3-point bending test also the installation of the liner on-site, is subject • Measurement of the resin content to a detailed quality assurance inspection such as • Barcol hardness TV inspection during and after curing using a • Residual styrene content remote camera.All installation parameters are documented. Finally, the cured liner pipe is tested. 3. External quality supervision after installation: • Impermeability test The most important testing criteria: • Measurement of the wall thickness • Measurement of the initial annular stiffness 1. External initial tests: • 3-point bending test • High pressure jetting tests according to the • Measurement of the resin content Hamburg Model (60 jetting processes) • Residual styrene content • 10,000-hour fatigue tests • Leakage test(CP308) as well as other tests specific to the given countries. CERTIFICATE r� �' �..... ...�. kG wA, a *Q K P Advan a.ees 8 E R 0 t I N A • Construction approval by the Deutsche Institut chemical resistant inner layer fur Bautechnik (German Institute for Construction Technology), DIBt Z-42.3-336 and other internati- • Suitable for all circular and oval profiles, onal approvals ID ISO mm- ID 1,600 mm (6"-63") or other equivalent profiles • Production controlled and supervised by the German Technical Monitoring Association (TUV) • Bridge-over of profile and cross-section at our plant in Berlin in accordance with the exchanges is possible quality standards of DIN EN ISO 9001:2008 Highest mechanical parameters due to fiberglass • Worldwide ready-to-install delivery, as well as reinforcement; for this reason,only slight wall up to 6 months shelf life without loss thicknesses are necessary and there is only slight of quality cross-section loss after the rehabilitation • Double quality control through camera coverage • Selection of material according to requirements of the Berolina-Liner before and after the curing • Reduction of waste products due to the curing • Less space required in the installation of the procedure(e.g. no process water) Berolina-Liner at the construction because all the equipment relevant to the installation is stored • Ordering according to stiffness classes in a truck • Reduced energy requirements during produc- e Brief installation times due to the UV-light tion,transport and installation curing • Complete opening of the laterals is possible Seamless construction and smooth surface, immediately following the curing of the liner i 'VELTEN t i s t For • i • Profiles BKP Berolina Polyester GmbH& Co. KG Heidering 28 16727 Velten I Germany10 *rw Phone: +49 (0) 33042088-100 Telefax: +49 (0) 3304 2088-110 e-mail: info@bkp-berolina.dewww.bkp-berolina.de A Company of GfiEiFFEti$ERGER Ad Berolina-Liner A BKP 8 £ R O L 1 M A F Advantages: - Seamless construction . .. - Ready-to-install - Suitable for storage - Fast curing - Smooth surface, suitable for all profiles - Bridging of profile- and cross-section changes r - Chemical and abrasion resistant inner layer - Selection of material according to requirements (UP / VE) Field of application: Gravity pipes Round: DN 150 (6") - DN 1600 (63") Ovoid: 200 (8") / 300 (10") — 1200 (48") / 1800 (71") A A Additional Advantages: - Integrated Enhanced Security (gliding film not needed) Field of application: Gravity pipes DN 150 (6") - DN 600 (24") Regulated according to: DiBt-Approval Z-42.3-336 WRc PT405/0417 CSTB 17/15-303 City of Los Angeles Approval, CA, USA Technical data Reinforcement material: Glass fabric E-CR according to DIN EN 14020-1, DIN EN 14020-2 and DIN EN 14020-3. Resins: Unsaturated Polyester resins acc. to DIN 18820-1, (UP-resins) tablet, group 3, ISO-NPG acc. to DIN 16946-2, table 3, type 1140. Vinylester resins (VE-resins) acc. to DIN 16946-2, table 4, type 1310. Density after curing (DIN EN ISO 1183-2): 1.5 g/cm3 (± 0.5 g/cm3) Glass fibre content (DIN EN ISO 1172) (mass related): 46% (±8%) Glass weight per unit area (each mm structural wall thickness/laminate): 650 g/m2 (+150/-100 g/m2) Short term flexural modulus (E-modulus) (DIN EN 1228)*: >_ 10,000 N/mm2 (>_ 1,450,000 psi) Short term flexural E-modulus (DIN EN ISO 178)*: > 8,700 N/mm2 (>_ 1,261 ,800 psi) Short term flexural strength (DIN EN ISO 178)*: >_ 150 N/mm2 (>_ 21,750 psi) Reduction factor for long term values (DIN EN 761): A = 1 .45 Long term flexural modulus (E-modulus) (DIN EN 1228)*: >_ 6,800 N/mm2 (>_ 986,000 psi) Long term flexural strength (DIN EN ISO 178)*: >_ 105 N/mm2 (>_ 15,230 psi) Laminate design: Multilayer, seamless and axially overlapping. Overlaps being arranged with offset. Linear expansion during calibration: - 0.0% Allowable variation of host pipes diameter: DN <_ 800: ± 5% c° 0 DN > 800: ± 2% N 'Structural laminate thickness DIN EN ISO 11296-4(06/2010) 0 a. Berolina-HF-Liner BKP B E R 0 L f N A Advantages: - Higher strength - Lower wall thickness required Seamless construction 3 - Ready-to-install - Suitable for storage - Fast curing - Smooth surface, suitable for all profiles s - Bridging of profile- and cross-section A changes - Chemical and abrasion resistant inner layer - Selection of material according to requirements (UP / VE) Field of application: Gravity pipes Round: ID 400 (16") — ID 1600 (63") Ovoid: 350 (14") / 525 (21") — 1200 (48") / 1800 (71") Additional Advantages: - integrated Enhanced Security (gliding film not needed) ---------------- Z. d _ y l Field of application: Gravity pipes ID 400 (16") - ID 600 (24") Regulated according to: DIBt-Approval Z-42.3-336 WRc PT405/0417 CSTB 17/15-303 Technical data Reinforcement material: Glass fabric E-CR according to DIN EN 14020-1, DIN EN 14020-2 and DIN EN 14020-3. Resins: Unsaturated Polyester resins acc. to DIN 18820-1, (UP-resins) tablet, group 3, ISO-NPG acc. to DIN 16946-2, table 3, type 1140. Vinylester resins (VE-resins) acc. to DIN 16946-2, table 4, type 1310. Density after curing (DIN EN ISO 1183-2): 1.59 g/cm3 (± 0.5 g/cm3) Glass fibre content (DIN EN ISO 1172) (mass related): 53% (±8%) Glass weight per unit area (each mm structural wall thickness/laminate): 900 g/m2 (+150/-100 g/m2) Short term flexural modulus (E-modulus) (DIN EN 1228)*: > 17,000 N/mm2 (>_ 2,465,640 psi) Short term flexural E-modulus (DIN EN ISO 178)*: >_ 17,000 N/mm2 (>_ 2,465,640 psi) Short term flexural strength (DIN EN ISO 178)*: > 280 N/mm2 (> 40,610 psi) Reduction factor for long term values (DIN EN 761): A = 1.19 Long term flexural modulus (E-modulus) (DIN EN 1228)*: >_ 14,200 N/mm2 (> 2,059,530 psi) Long term flexural strength (DIN EN ISO 178)*: > 235 N/mm2 (> 34,080 psi) Laminate design: Multilayer, seamless and axially overlapping. Overlaps being arranged with offset. Linear expansion during calibration: — 0.0% w Allowable variation of host pipes diameter: DN <_ 800: ± 5% 00 DN > 800: ± 2% N Structural laminate thickness DIN EN ISO 11296-4(06/2010) CD K BKP Berolina Polyester GmbH&Co. KG B \�� Safety Data Sheet V o . i M A according to 29 CFR 1910.1200(g) Berolina-Liner(uncured material) Revision date: 18.07.2018 Product code:UP-Harz-2018 US Page 1 of 9 1.Identification ............ Product identifier Berolina-Liner(uncured material) Further trade names Berolina-Liner Berolina-HF-Liner Berolina-LP-Liner Berolina-UV-Preg Berolina-Manhole-Liner Recommended use of the chemical and restrictions on use Use of the substance/mixture Construction industry Details of the supplier of the safety data sheet Company name: BKP Berolina Polyester GmbH&Co.KG Street: Heidering 28 Place: D-16727 Velten Telephone: +49 3304 20 88 100 Telefax:+49 3304 20 88 110 e-mail: info@BKP-Berolina.de Contact person: Dietmar Voigt Telephone:+49 3304 20 88 100 Internet: www.BKP-Berolina.de Responsible Department: +49 3304 20 88 100(Emergency telephone number) Emergency phone number: +49 6131 /19240 Further Information No more data. 2. Hazard(s)identification Classification of the chemical 29 CFR Part 1910.1200 Flammable liquids:Flam. Liq.3 Skin corrosion/irritation:Skin brit.2 Serious eye damage/eye irritation:Eye Irrit.2A Respiratory or skin sensitization:Skin Sens. 1 Reproductive toxicity:Repr.2 Specific target organ toxicity single exposure: STOT SE 3(respiratory tract irritation) Specific target organ toxicity repeated or prolonged exposure: STOT RE 1 Styren data only applies to unhardened state. Label elements 29 CFR Part 1910.1200 Signal word: Danger Pictograms: Hazard statements Flammable liquid and vapor Causes skin irritation May cause an allergic skin reaction Causes serious eye irritation BKP Berolina Polyester GmbH&Co.KG BK P Safety Data Sheet "wr a enaL I wn according to 29 CFR 1910.1200(g) Berolina-Liner(uncured material) Revision date: 18.07.2018 Product code:UP-Harz-2018—US Page 2 of 9 May cause respiratory irritation Suspected of damaging fertility or the unborn child Causes damage to organs through prolonged or repeated exposure Precautionary statements Obtain special instructions before use. Keep away from heat/sparks/open flames/hot surfaces.-No smoking. Keep cool. Do not breathe dust/fume/gas/mist/vapors/spray. Wear protective gloves/protective clothing/eye protection/face protection. Call a poison center/doctor if you feel unwell. If exposed or concerned:Get medical advice/attention. Dispose of contents/container to hazardous or special waste collection point. Hazards not otherwise classified Styrene:Oxidizing agents may form explosive peroxides_ Hardened material: Product dust may be irritating to eyes,skin and respiratory system. Fine dust dispersed in air may ignite. 3.Composition/information on ingredients Mixtures Chemical characterization Glass fibre reinforcement and mats impregnated with unsaturated polyester resin,dissolved in styrene and thickening agent. Hazardous components CAS No Components Quantity 100-42-5 Styrene 25 100-42-5 styrene 5 ova 162881-26-7 Phenyi bis(2,4,6-trimethylbenzoylyphosphine oxide 0 22% Further Information Styren data only applies to unhardened state. 4. First-aid measures Description of first aid measures General information Protection is needed for the First Aider.Show this safety data sheet to the doctor in attendance. After inhalation Move out of dangerous area.Fresh air supply.Oxygen or artificial respiration,if needed. Lay the affected person down,and keep her or him warm and calm.Call a physician immediately. After contact with skin Wash contaminated skin areas thoroughly with soap and water.Remove soiled clothing.If symptoms persist, call a physician. After contact with eyes Rinse with plenty of water immediately,also under the eyelids,for at least 15 minutes.Consult an ophthalmologist immediately. After ingestion Do not induce vomiting. If a person vomits when lying on their back,place them in the recovery position.Keep the respiratory tract open,prevent aspiration.Never give anything by mouth to an unconscious person.Rinse mouth. Clean mouth with water and drink plenty of water afterwards. BKP Berolina Polyester GmbH&Co.KG BKP Safety Data Sheet c ° ` ' " ' according to 29 CFR 1910.1200(g) Berolina-Liner(uncured material) Revision date: 18.07,2018 Product code:UP-Harz-2018_US Page 3 of 9 Call a physician immediately. Most important symptoms and effects both acute and delayed Inhalation of vapors is irritating to the respiratory system and may cause sore throat pain and coughing. Skin irritation,Erythema, Irritation of mucous membranes,lachrymation. Ingestion may cause gastrointestinal irritation,nausea,vomiting and diarrhea. May cause headache and dizziness. Indication of any immediate medical attention and special treatment needed Symptomatic treatment(decontamination and vital functions). 5.Fire-fighting measures l Extinguishing media Suitable extinguishing media Carbon dioxide(CO2),alcohol-resistant foam,dry chemical. Water mist may be used to cool closed containers. Unsuitable extinguishing media High volume water jet. Specific hazards arising from the chemical Depending on the conditions of the fire,the following combustion products could be formed/ given off:carbon dioxide(CO2),carbon monoxide(CO). Vapors may form explosive mixtures with air. _Special protective equipment and precautions for fire-fighters In the event of fire,wear self-contained breathing apparatus(NIOSH).and protective suit. In the case of respirable dust and/or fumes,use self-contained breathing apparatus and dust impervious protective suit. Additional information Contaminated extinguishing water and soil must be disposed of in accordance with official regulations. 6.Accidental release measures Personal precautions protective equipment and emergency procedures Evacuate personnel to safe areas.Keep people away from and upwind of spillAeak. Avoid bringing product in contact with the skin.Keep away from sources of ignition-No smoking.Provide sufficient air exchange and/or exhaust in work rooms.Do not breathe in vapours.When handling the product, follow hygiene and safety precautions. (See section 7 and 8) Environmental precautions Do not flush into surface water or sanitary sewer system. Do not allow material to contaminate ground water system.Avoid subsoil penetration. Contact the responsible authority immediately if the product ends up in the soil,a body of water,or the sewer system. Methods and material for containment and cleaning up Seal discharge point,if possible without danger. Use mechanical handling equipment.Spilled or leaking material is to be soaked up with non-flammable absorbent materials(sand,soil,diatomaceous earth)and put in containers. Use only explosion-proof equipment. Disposal in accordance with the official regulations. Reference to other sections Refer to safety instructions(see sections 7 and 8). Suitable protective equipment:See section 8. Dispose of as described in section 13. 7. Handling and storage Precautions for safe handling Safety Data Sheet BKP Berolina Polyester GmbH&Co.KG Bm"P a c It o L I H G according to 29 CFR 1910.1200(g) Berolina-Liner(uncured material) Revision date: 18.07.2018 Product code:UP-Harz-2018_US Page 4 of 9 Advice on safe handling Provide adequate ventilation and/or exaust ventilation.(Styrene: Vapors are heavier than air and may spread along floors.) Protect from light.The product should only be used in areas from which all uncovered lights and other sources of ignition have been excluded.When using,do not eat,drink,or smoke. Avoid dust formation.Do not breathe vapors/dust.Wear personal protective equipment.(See section 8.) Advice on protection against fire and explosion Vapors may form explosive mixtures with air.Take precautionary measures against static discharges. Use only explosion-proof equipment. Further information on handling When using,do not eat,drink,or smoke.When handling the product,follow hygiene and safety precautions. See section 8. Conditions for safe storage,including any incompatibilities Requirements for storage rooms and vessels Store in compliance with the local regulations. Keep at temperature not exceeding 25*C. Protect from direct sunlight.Keep tightly closed in a dry,cool and well-ventilated place. Avoid contamination with incompatible materials.Keep away from sources of ignition-No smoking.Should not be released into the environment. Store in a cool and shaded area. Advice on storage compatibility Store separately from:Oxidizing agents. Keep away from food,drink and animal food stuffs. 8.Exposure controls/personal protection Control parameters Exposure limits CAS No. Substance ppm mg/m' f/cc Category Origin 10042-5 Styrene monomer 20 TWA(8 h) ACGIH-2018 40 STEL(15 min) ACGIH-2018 100-42-5 Styrene 100 TWA(8 h) PEL 50 215 TWA(8 h) REL 100 425 STEL(15 min) REL 600 Peak PEL C 200 Ceiling PEL Biological Exposure Indices(BEI-ACGIH) CAS No. Substance Determinant Value Test material Sampling time 10042-5 STYRENE Mandelic acid plus 400 mg/g urine End of shift phenylglyoxylic acid (creatinine) Exposure controls Appropriate engineering controls Provide adequate ventilation and/or exaust ventilation.Follow the maximum workplace concentration values BKP BKP Berolina Polyester GmbH&Co.KG Safety Data Sheet according to 29 CFR 1910.1200(g) Berolina-Liner(uncured material) Revision date: 18,07.2018 Product code:UP-Harz-2018 US Page 5 of 9 3 (OSHA regulations).Local exhaust. Use only explosion-proof equipment. Protective and hygiene measures When using,do not eat,drink,or smoke. Wash hands before breaks and at the end of the workday. Eye wash fountains and safety showers must be easily accessible. Eyelface protection Safety glasses with side-shields. Hand protection Solvent-resistant gloves The manufacturer recommends the following glove materials: fluorinated rubber(viton).Penetration time of the glove material:>8 h,layer thickness:0,70 mm. chloroprene rubber/nitrile rubber.Penetration time of the glove material:<1 h,layer thickness:0,2 mm. Safety gloves should be selected for the actual conditions of use and in accordance with the instructions for use provided by the manufacturer. Protective gloves should be replaced immediately if damaged or in case of signs of wear. Skin protection dust impervious protective suit. Respiratory protection Vapors are heavier than air and can cause suffocation by reducing oxygen available for breathing. Do not breathe in vapours. Hardened material: In order to avoid inhalation of spray-mist and sanding dust,all spraying and sanding must be done wearing adequate respirator. Respirator with combination filter for vapor/particulate. 9.Physical and chemical properties Information on basic physical and chemical properties Physical state: paste' Color: green' Odor: characteristic' Test method pH-Value: n.a. Changes in the physical state Melting point/freezing point: n.a. Initial boiling point and boiling range: 146(Styrene)'C Flash point: 33(Styrene)'C ISO 1523 Lower explosion limits: No data available. Upper explosion limits: No data available. Vapor pressure: No data available. Density(at 23°C): 1,5 g/Cm' Water solubility: insoluble Solubility in other solvents No data available. Partition coefficient: log Pow:2,96(Styrene) Viscosity/dynamic: > 100000 mPa-s Vapor density: No data available. Evaporation rate: No data available. BKP BKP Berolina Polyester GmbH&Co.KG Safety Data Sheet according to 29 CFR 1910.1200(g) Berolina-Liner(uncured material) Revision date: 18.071.2018 Product code:UP-Harz-2018_US Page g of g Other information '=uncured material 10.Stability and reactivity j Reactivity No data available. Chemical stabilitv Stability: Stable Stable at normal conditions. Possibility of hazardous reactions Hazardous reactions: May occur No dangerous reactions occur under normal storage conditions and in normal use. Conditions to avoid Protect from direct sunlight. Keep away from sources of ignition-No smoking. Incompatible materials oxidizing agents(Styrene:Oxidizing agents may form explosive peroxides.) Exothermic reaction with strong acids. Avoid exothermic reactions with peroxides. Hazardous decomposition products No data available. Further information Becomes warm when polymerized. 11.Toxicological information Information on toxicological effects Route(s)of Entry Inhalation;Eye contact;Skin contact. Toxicocinetics,metabolism and distribution No data is available on the product itself. B BKP Berolina Polyester GmbH 8 Co.KG Safety Data Sheet a e a o c I N s according to 29 CFR 1910.1200(g) Berolina-Liner(uncured material) Revision date:18.07.2018 Product code:UP-Harz-2018�US Page 7 of 91 Acute toxicity CAS No lComponents Exposure route Dose Species Source Method 10042-5 Styrene oral LD50 2650 rat GESTIS m /k inhalation 4 h vapour LC50 12 m /I rat IGESTIS inhalation aerosol ATE 1,5 m /I 100-42-5 styrene oral LD50 2650 Rat GESTIS mg/kg inhalation 4 h vapour LC50 12 m I Rat GESTIS inhalation aerosol ATE 1,5 m 162881-26-7 Phenyl bis(2,4,6-thmethylbenzoyl)-phosphine oxide oral LD50 >2000 Rat Supplier m /k dermal LD50 >2000 Rat Supplier m /k Irritation and corrosivity Inhalation of high vapor concentrations may cause symptoms like headache,dimness,tiredness,nausea and vomiting.Inhalation of vapors is irritating to the respiratory system and may cause sore throat pain and coughing. Skin contact:Irritating to skin.Main symptoms redness. Eye contact:Severe eye irritation.Material sprayed or splashed into the eyes can cause symptoms or injuries such as redness,tearing and corneal damage. Effects due to ingestion may include:Mucous membrane irritations in the mouth,throat,oesophagus and gastrointestinal tract. Carcinogenic/mutagenic/toxic effects for reproduction Styrene:IARC:28 Specific target organ toxicity(STOT)-single exposure Irritation of the respiratory tract,eyes and/or skin possible. Specific target organ toxicity(STOT)-repeated exposure Central nervous system disorders Carcinogenicity(OSHA): None of the ingredients is listed. Carcinogenicity(IARC): Styrene(CAS 100-42-5)is listed in group 2B. Carcinogenicity(NTP): None of the ingredients is listed. Specific effects in experiment on an animal Irritation of mucous membranes, Irritation to respiratory organs. Central nervous system disorders(Daze,headache and decreased ability to concentrate). 12. Ecological information Ecotoxicity No data is available on the product itself. Styrene: EC50/Algae/72h:4,9 mg/I BKP Berolina Polyester GmbH 8 Co.KG \ BKP Safety Data Sheet `►.. ® e a o L I a s according to 29 CFR 1910.1200(g) Berolina-Liner(uncured material) Revision dale:26.11.2018 Product code:VE-Harz-2018_US Page 1 of 9 1.Identification Product identifier Berolina-Liner(uncured material) Further trade names Berolina-Liner Berolina-HF-Liner Berolina-LP-Liner Berolina-UV-Preg Berolina-Manhole-Liner Recommended use of the chemical and restrictions on use Use of the substance/mixture Construction industry Details of the supplier of the safety data sheet Company name: BKP Berolina Polyester GmbH&Co.KG Street: Heidering 28 Place: D-16727 Velten Telephone: +49 3304 20 88 100 Telefax:+49 3304 20 88 110 e-mail: info@BKP-Berolina.de Contact person: Dietmar Voigt Telephone:+49 3304 20 88 100 Internet: www.BKP-Berolina.de Responsible Department: +49 3304 20 88 100(Emergency telephone number) Emergency Phone number: +49 6131 /19240 Further Information No more data. 2. Hazard(s)identification Classification of the chemical 29 CFR Part 1910.1200 Flammable liquids:Flam.Liq.3 Skin corrosionlirritation:Skin Irrit.2 Serious eye damage/eye irritation:Eye Irrit.2A Reproductive toxicity: Repr.2 Specific target organ toxicity single exposure: STOT SE 3(respiratory tract irritation) Specific target organ toxicity repeated or prolonged exposure: STOT RE 1 Specific target organ toxicity repeated or prolonged exposure: STOT RE 2 Styren data only applies to unhardened state. Label elements 29 CFR Part 1910.1200 Signal word: Danger Pictograms: $' Hazard statements Flammable liquid and vapor Causes skin irritation Causes serious eye irritation May cause respiratory irritation BKP Berolina Polyester GmbH&Co.KG B K P \ Safety Data Sheet e U t I n A according to 29 CFR 1910.1200(g) Berolina-Liner(uncured material) Revision date:26.11.2018 Product code:VE-Harz-2018 US pie 2 of 9 Suspected of damaging fertility or the unborn child Causes damage to organs through prolonged or repeated exposure May cause damage to organs through prolonged or repeated exposure Precautionary statements Keep away from heat/sparks/open flames/hot surfaces.-No smoking. Do not breathe dust/fume/gas/mist/vapors/spray. Avoid release to the environment. Wear protective gloves/protective clothing/eye protection/face protection. Cali a poison center/doctor if you feel unwell. If exposed or concerned:Get medical advice/attention- Dispose of contents/container to hazardous or special waste collection point. Hazards not otherwise classified May cause sensitization by skin contact. Styrene:Oxidizing agents may form explosive peroxides. Hardened material: Product dust may be irritating to eyes,skin and respiratory system. Fine dust dispersed in air may ignite. 3.Composition/information on ingredients Mixtures Chemical characterization Glass fibre reinforcement and mats impregnated with vinylester resin,dissolved in styrene and thickening agent. Hazardous components GAS No Components Quantity 100-42-5 Styrene 20-30% 99a s(2-ethylhexyl)maleate 0.1 <1.0% phenyl(2,4,6-trimethylbenzoyl)phosphine oxide 0.6% Further Information Styren data only applies to unhardened state. 4. First-aid measures Description of first aid measures General information Protection is needed for the First Aider. Show this safety data sheet to the doctor in attendance. After inhalation Move out of dangerous area.Fresh air supply.Oxygen or artificial respiration,if needed. Lay the affected person down,and keep her or him warm and calm.Call a physician immediately. After contact with skin Wash contaminated skin areas thoroughly with soap and water.Remove soiled clothing.if symptoms persist, call a physician. After contact with eyes Rinse with plenty of water immediately,also under the eyelids,for at least 15 minutes. Consult an ophthalmologist immediately. After ingestion Do not induce vomiting.if a person vomits when lying on their back,place them in the recovery position.Keep the respiratory tract open,prevent aspiration.Never give anything by mouth to an unconscious person.Rinse mouth.Clean mouth with water and drink plenty of water afterwards. /t BKP Berolina Polyester GmbH&Co.KG B K P Safety Data Sheet BEROL IRA according to 29 CFR 1910.1200(g) Berolina-Liner(uncured material) Revision date:26.11,2018 Product code:VE-Harz-2018 US Page 3 of 9 Call a physician immediately. — - Most important symptoms and effects both acute and delayed Inhalation of vapors is irritating to the respiratory system and may cause sore throat pain and coughing. Skin irritation,Erythema.lrritation of mucous membranes,lachrymation, Ingestion may cause gastrointestinal irritation,nausea,vomiting and diarrhea. May cause headache and dizziness. Indication of any immediate medical attention and special treatment needed Symptomatic treatment(decontamination and vital functions), 5. ir"ghting measures Extin-guishing media Suitable extinguishing media Carbon dioxide(CO2),alcohol-resistant foam,dry chemical. Water mist may be used to cool closed containers. Unsuitable extinguishing media High volume water jet. _Specific hazards arising from the chemical Depending on the conditions of the fire,the following combustion products could be formed/ given off:carbon dioxide(CO2),carbon monoxide(CO). Vapors may form explosive mixtures with air. Special protective equipment and precautions for fire-fighters In the event of fire,wear self-contained breathing apparatus(NIOSH).and protective suit. In the case of respirable dust and/or fumes,use self-contained breathing apparatus and dust impervious protective suit. Additional information Contaminated extinguishing water and soil must be disposed of in accordance with official regulations. 6.Accidental release measures Personal precautions protective equipment and emergency procedures Evacuate personnel to safe areas.Keep people away from and upwind of spill/leak. Avoid bringing product in contact with the skin.Keep away from sources of ignition-No smoking.Provide sufficient air exchange and/or exhaust in work rooms.Do not breathe in vapours.When handling the product, follow hygiene and safety precautions.(See section 7 and 8) Environmental precautions Do not flush into surface water or sanitary sewer system.Do not allow material to contaminate ground water system.Avoid subsoil penetration.Contact the responsible authority immediately if the product ends up in the soil,a body of water,or the sewer system. Methods and material for containment and cleaning up Seal discharge point,if possible without danger. Use mechanical handling equipment.Spilled or leaking material is to be soaked up with non-flammable absorbent materials(sand,soil,diatomaceous earth)and put in containers. Use only explosion-proof equipment. Disposal in accordance with the official regulations. Reference to other sections Refer to safety instructions(see sections 7 and 8). Suitable protective equipment:See section 8. Dispose of as described in section 13. 7.Handling and storage Precautions for safe handling BKP Berolina Polyester GmbH&Co.KG BKP Safety Data Sheet ° ` " ' according to 29 CFR 1910.1200(g) Berolina-Liner(uncured material) Revision date:26.11.2018 Product code:VE-Harc-2018_US Page 4 of 9 ' Advice on safe handling Provide adequate ventilation and/or exaust ventilation.(Styrene: Vapors are heavier than air and may spread along floors.) Protect from light.The product should only be used in areas from which all uncovered lights and other sources of ignition have been excluded.When using,do not eat,drink,or smoke. Avoid dust formation.Do not breathe vapors/dust.Wear personal protective equipment.(See section 8.) Advice on protection against fire and explosion Vapors may form explosive mixtures with air.Take precautionary measures against static discharges. Use only explosion-proof equipment. Further information on handling When using,do not eat,drink,or smoke.When handling the product,follow hygiene and safety precautions. See section 8. Conditions for safe storage including any incompatibilities Requirements for storage rooms and vessels Store in compliance with the local regulations. Keep at temperature not exceeding 25*C. Protect from direct sunlight.Keep tightly dosed in a dry,cool and well-ventilated place. Avoid contamination with incompatible materials.Keep away from sources of ignition-No smoking.Should not be released into the environment. Store in a cool and shaded area. Advice on storage compatibility Store separately from:Oxidizing agents. Keep away from food,drink and animal food stuffs. 8.Exposure controls/personal protection Control parameters Exposure limits CAS No. Substance ppm mg/m' f/cc Category Origin 100-42-5 Styrene monomer 20 TWA(8 h) ACGIH-2018 40 STEL(15 min) ACGIH-2018 100-42-5 Styrene 100 TWA(8 h) PEL 50 215 TWA(8 h) REL 100 425 STEL(15 min) REL 600 Peak PEL C 200 Ceiling PEL Biological Exposure Indices(BEI-ACGIH) CAS No. Substance Determinant Value Test material Sampling time 100-42-5 STYRENE Mandelic acid plus 400 mg/g urine End of shift phenylglyoxylic acid (creatinine) Exposure controls Appropriate engineering controls Provide adequate ventilation.Do not breathe in vapours. BKP BKP Berolina Polyester GmbH&Co.KG Safety Data Sheet a a o L I w . according to 29 CFR 1910.1200(g) Berolina-Liner(uncured material) Revision date:26.11.2018 Product code:VE-Harz-2018_US Page 5 of 9 Install an extraction system in the event of dust formation. Protective and hygiene measures When using,do not eat,drink,or smoke. Wash hands before breaks and at the end of the workday. Eye wash fountains and safety showers must be easily accessible. Eye/face protection Safety glasses with side-shields. Hand protection Solvent-resistant gloves Skin protection dust impervious protective suit. Respiratory protection Vapors are heavier than air and can cause suffocation by reducing oxygen available for breathing. Do not breathe in vapours. Hardened material: In order to avoid inhalation of spray-mist and sanding dust,all spraying and sanding must be done wearing adequate respirator. Respirator with combination filter for vapor/particulate. 9. Physical and chemical properties Information on basic physical and chemical properties Physical state: paste' Color: green Odor: characteristic` Test method pH-Value: n.a. Changes in the physical state Melting point/freezing point: n.a. Initial boiling point and boiling range: 146(Styrene)'C Flash point: 33(Styrene)'C ISO 1523 Lower explosion limits No data available. Upper explosion limits: No data available. Vapor pressure: No data available. Density(at 23°C): 15 g/cm3 Water solubility: insoluble Partition coefficient: log Pow:2,96(Styrene) Viscosity/dynamic: >100000 mPa•s Vapor density: No data available. Evaporation rate: No data available. Other information =uncured material 10.Stability and reactivity Reactivity No data available. BKP Berolina Polyester GmbH 8 Co.KG BKP Safety Data Sheet E R o L I R . according to 29 CFR 1910.1200(g) Berolina-Liner(uncured material) Revision date.26.11.2018 Product code:VE-Harz-2018_US Page 6 of 9 Chemical stability Stable at normal conditions. Possibility of hazardous reactions No dangerous reactions occur under normal storage conditions and in normal use. Conditions to avoid Protect from direct sunlight.Keep away from sources of ignition-No smoking. Incompatible materials oxidizing agents(Styrene:Oxidizing agents may form explosive peroxides.) Exothermic reaction with strong acids. Avoid exothermic reactions with peroxides. Hazardous decomposition products No data available. Further information Becomes warm when polymerized. 11.Toxicological information Information on toxicological effects Toxicocinetics,metabolism and distribution No data is available on the product itself. Acute toxicity Styrene LD50/oral/rat:2000-5000 mg/kg LC50finhalation/4 h/rat: 12 mgA Diphenyl(2,4,6-trimethylbenzoyl)phosphine oxide LD50/oral/rat:>2000 mg/kg LD50/dermal/rat:>2000 mg/kg 2,2-Dimethoxy-1,2-diphenylethan-l-one LD501oral/rat:>5000 mg/kg LD50/dermal/rat:>2000 mg/kg CAS No Components Exposure route Dose Species Source Method 10042-5 Styrene oral LD50 2650 rat GESTIS mg/kg inhalation 4 h vapour LC50 12 mg1l rat GESTIS inhalation aerosol ATE 1,5 m 75980-60-8 Diphenyt(2,4,64rimethytbenzoyt)phosphine oxide oral LD50 >5000 rat lmg/kg Irritation and corrosivity BKP Berolina Polyester GmbH Co.KG BKP Safety Data Sheet according to 29 CFR 1910.1200(g) Berolina-Liner(uncured material) Revision date:26.11.2018 Product code:VE-Harz-2018_US Page 8 of 9 Styrene:log Pow=3;BCF: 13,49 Diphenyl(2,4,6-trimethylbenzoyl)phosphine oxide:log Pow=3,87 2,2-Dimethoxy-1,2-diphenylethan-1-one:log Pow=3,42 Mobility in soil No data is available on the product itself. Other adverse effects None known. Further information Do not flush into surface water or sanitary sewer system.Do not allow material to contaminate ground water system.Avoid subsoil penetration. 13. Disposal considerations Waste treatment methods Advice on disposal Unhardened(pasty)product waste,contaminated packaging as well as product residues on protective clothing can harden through daylight exposure. If the UV protection foil exists,it should be removed. Hardened material :Dispose of exposed material as cured plastic waste. uncured material: Do not flush into surface water or sanitary sewer system. Do not allow material to contaminate ground water system.Avoid subsoil penetration. Must be sent for special treatment in accordance with local authority regulations. Offer surplus and non-recyclable solutions to a licensed disposal company. Contaminated packaging Dispose of non-cleansing packaging in the same way as the product. 14.Transport information Other applicable information Not classified as dangerous regarding transport regulations. 15. Regulatory information U.S.Regulations National regulatory information SARA Section 304 CERCLA: Styrene(100-42-5):Reportable quantity=1,000(454)lbs.(kg) SARA Section 311/312 Hazards: Styrene(100-42-5):Fire hazard,Immediate(acute)health hazard,Delayed(chronic)health hazard Bis(2-ethylhexyl)maleate(142-16-5): Delayed(chronic)health hazard Diphenyl(2,4,6-trimethylbenzoyl)phosphine oxide (75980-60-8):Immediate(acute)health hazard SARA Section 313 Toxic release inventory: Styrene(10042-5): De minimis limit=0.1 %, Reportable threshold=Standard Clean Air Act Section 112(b): Styrene(100-42-5) State Regulations Safe Drinking Water and Toxic Enforcement Act of 1986(Proposition 65,State of California) WARNING:This product contains the following chemical(s)known to the State of California to cause cancer, birth defects or other reproductive harm:Styrene(cancer). 16.Other information BKP Berolina Polyester GmbH&Co.KG 1� K P Safety Data Sheet �►•+ s E R o l u N according to 29 CFR 1910.1200(g) Berolina-Liner(uncured material) Revision date 26.11.2018 Product code:VE-Harz-2018_US Page 9 of 9 _ - Revision date: 26.11.2018 Revision No: 1,02 Abbreviations and acronyms n.a.=not applicable n.d.=not determined Other data The information is based on present levels of our knowledge.It does not,however,give assurances of product properties and establishes no contract legal rights. The product is to be used exclusively for the applications named in the technical leaflet or in the processing instructions. The receiver of our product is singularly responsible for adhering to existing laws and regulations. n.a. =not applicable n.d.=not determined n.d.a.=No data available. (The data for the hazardous ingredients were taken respectively from the last version of the sub-contractor's safety data sheet.) Material Safety Data Sheet Material Name:Woven Rovings and Fabrics MSDS No.: 15-MSD-21555-01-A * * Section 1 - Chemical Product and Company Identification Product Name(s): Woven Unidirectional Fiberglass Fabric(A-Style Warp Unidirectional), Stitchbonded Fiberglass Fabric, Woven Fiberglass Fabric, Woven Roving Owens Coming One Owens Coming Parkway, World Headquarters Attn. Product Stewardship Toledo, OH 43659, USA Emergency Contacts: Emergencies ONLY (after 5pm ET and weekends): 1-419-248-5330, CHEMTREC (24 hours everyday): 1-800-424-9300, CANUTEC (Canada-24 hours everyday): 1-613-996-6666 Health and Technical Contacts: Health Issues Information (8am-5pm ET): 1-800-GET-PINK, Technical Product Information (8am-5pm ET): 1-800-GET-PINK Section 2 - Composition / Information on Inn redients * " i j CAS# Component Percent bv Wt. 65997-17-3 Fiber Glass (continuous filament, non-respirable)" 1 94-100 N/A Size N/A Polyester Yarn 0-2 0 2 As manufactured continuous filament glass fibers are not respirable. Continuous filament glass products that are chopped, crushed or severely mechanically processed during manufacturing or use may contain a very small amount of respirable particulate, some of which may be glass shards. See section 8 of Material Safety Data Sheet for exposure limit data. Component Related Regulatory Information This product may be regulated, have exposure limits or other information identified as the following: glass wool fiber, fibrous glass and nuisance particulates. Component Information/Information on Non-Hazardous Components No additional information available. * * * Section 3 - Hazards Identification Appearance and Odor: White/off-white colored solid with no odor. Primary Route(s) of Exposure: Inhalation, lungs, skin and eye Page 1 of 8 Issue Date: 06/05/03 North American-English j Material Safety Data Sheet Material Name:Woven Rovings and Fabrics MSDS No.: 15-MSD-21555-01 Potential Acute Health Effects Inhalation: Dusts and fibers from this product may cause mechanical irritation of the nose,throat and respiratory tract. Skin Contact: Dusts and fibers from this product may cause temporary mechanical irritation to the skin. Eye Contact: Dusts and fibers from this product may cause temporary mechnical irritation to the eyes. Ingestion: Ingestion of this product is unlikely. However, ingestion of product may produce gastrointestinal irritation and disturbances. Medical Conditions Aggravated by Exposure: Chronic respiratory or skin conditions may temporarily worsen from exposure to this product. Chronic Conditions: See Section 11 for additional information. * " " Section 4 - First Aid Measures Inhalation: If inhaled, move the affected person to fresh air. If irritation persists get medical attention. Skin Contact: For skin contact, wash with mild soap and cold water. Do not wash with warm water because this will open up the pores of the skin,which will cause further penetration of the fibers. Use a washcloth to help remove fibers. To avoid further irritation, do not rub or scratch affected areas. Rubbing or scratching may force fibers into the skin. If irritation persists get medical attention. Never use compressed air to remove fibers from the skin. If fibers are seen penetrating from the skin,the fibers can be removed by applying and removing adhesive tape so that the fibers adhere to the tape and are pulled out of the skin. Eye Contact: Immediately flush eyes with plenty of running water for at least 15 minutes. If irritation persists get medical attention. Ingestion: Ingestion of this material is unlikely. If it does occur,watch the person for several days to make sure that partial or complete intestinal obstruction does not occur. Do not induce vomiting unless directed to do so by medical personnel. Seek medical attention if irritation persists. Page 2 of 8 Issue Date: 06/05/03 North American—English Material Safety Data Sheet Material Name: Woven Rovings and Fabrics MSDS No.: 15-MSD-21555-01 * * * Section 5 - Fire Fighting Measures Flash Point: None Flash Point Method: Not determined Upper Flammability Limit: None Lower Flammability Limit: None Flammability Classification: Non-flammable Extinguishing Media: Dry chemical,foam, carbon dioxide, and water fog. Unusual Fire& Explosion Hazards: None known. Fire-Fighting Instructions: Use self-contained breathing apparatus (SCBA) and full bunker turnout gear in a sustained fire. Hazardous Combustion Products: Primary combustion products are carbon monoxide, hydrogen, carbon dioxide and water. Other undetermined compounds could be released in small quantities. * * * Section 6 -Accidental Release Measures i Containment Procedures: y This material will settle out of air. If concentrated on land, it can then be scooped up for disposal as non- hazardous waste. This material will sink and disperse along the bottom of waterways and ponds. It cannot easily be removed after it is waterbome; however, the material is non-hazardous in water. Clean-Up Procedures: Scoop up material and put into a suitable container for disposal as a non-hazardous waste. Section 7 - Handling and Storage Handling Procedures: t Keep product in its packaging, as long as practicable to minimize potential dust generation. Keep work areas clean. Avoid unnecessary handling of scrap materials. Wear PPE as described in Section 8. * Section 8 - Exposure Controls / Personal Protection Exposure Guidelines: A: General Product Information Follow all applicable exposure limits. Page 3 of 8 Issue Date: 06/05/03 North American— English Material Safety Data Sheet Material Name: Woven Rovings and Fabrics MSDS No.: 15-MSD-21555-01 B: Exposure Limits Fiber Glass Continuous Filament (65997-17-3) Ingredient OSHA PEL ACGIH TLV (8-hr TWA) (8-hr TWA) Non-respirable fibers and particulate 15 mg/m3(total dust) (a) 5 mg/m3(inhalable fraction) Respirable particulate 5 mg/m (respirable dust) (b) None Respirable particulate with fiber like dimensions (glass shards) None Established None Established Polyester Yarn OSHA PEL ACGIH TLV (8-hr TWA) �8-hr TWA) 15 mq/m3(total dust) 10 mg/m (inhalable fraction) 5 mg/m (respirable dust) 3 mg/m3(respirable) Ventilation: General dilution ventilation and/or local exhaust ventilation should be provided as necessary to maintain exposures below regulatory limits_ PERSONAL PROTECTIVE EQUIPMENT Respiratory Protection: A properly fitted NIOSH approved N 95 series disposable dust respirator such as the 3M model 8210 (model 8271 in high humidity environments) or equivalent should be used when high dust levels are encountered, the level of glass fibers in the air exceeds the occupational exposure limits, or if irritation occurs. Skin Protection: Normal work clothing (long sleeved shirts and long pants)is recommended. Use gloves. Skin irritation is known to occur chiefly at the pressure points such as around the neck,wrists, waist and between the fingers- Eyes/Face Protective Equipment: Wear safety glasses, goggles or face shield. _� *�* Section 9_Physical � Chemical Properties " * * _ Appearance: White/off-white Solid Odor: None Physical State: Solid pH: Not applicable Vapor Pressure (mm Hg @ 20 C): Not applicable Vapor Density Not applicable (Air--1): Boiling Point: Not applicable Solubility (H20): Insoluble Specific Gravity (Water-1): 2.60 Freezing Point: Not applicable Evaporation Rate (n-Butyl Not applicable Viscosity: Not applicable Acetate=1): VOC: <0.4% Melting Point: >800°C Physical Properties: Additional Information No additional information available. Page 4 of 8 Issue Date: 06/05/03 North American—English l Material Safety Data Sheet Material Name:Woven Rovings and Fabrics MSDS No.: 15-MSD-21555-01 ** * Section 10 -Chemical Stabi Lity& Reactivi Information Stability: This is a stable material. Conditions to Avoid: None known. Incompatible Materials: None known. Hazardous Decomposition Products: Sizing or binders may decompose in a fire. See Section 5 of MSDS for information on hazardous combustion products. Hazardous Polymerization: Will not occur. * * * Section 11 -Toxicological Information i Acute Effects: General Product Information Dusts may cause mechanical irritation to eyes and skin. Ingestion may cause transient irritation of throat, stomach and gastrointestinal tract. Inhalation may cause coughing, nose and throat irritation, and sneezing. People with pre-existing respiratory conditions, may experience difficulty breathing, congestion and chest tightnes. Carcinogenicity: Fiber Glass Continuous Filament: The International Agency for Research on Cancer(IARC) in June, 1987, categorized fiber glass continuous filament as not classifiable with respect to human carcinogenicity(Group 3). The evidence from human as well as animal studies was evaluated by IARC as insufficient to classify fiber glass continuous filament as a possible, probable, or confirmed cancer causing material. The American Conference of Governmental Industrial Hygienists (ACGIH)A4 classification, not classifiable as a human carcinogen, for respirable continuous filament glass fibers is based on inadequate data in terms of its carcinogenicity in humans and/or animals. For respirable continuous filament glass fibers, a TLV-TWA of 1 fiber/cc was adopted to protect workers against mechanical irritation. The TLV-TWA of 5 mg/m3 was adopted for nonrespirable glass filament fiber,measured as inhalable dust, to prevent mechanical irritation of the upper respiratory tract. Note: There are no known chronic health effects connected with long tern use or contact with these products. Products that are chopped, crushed or severely mechanically processed during manufacture or use may contain a very small amount of respirable glass fiber-like fragments. NIOSH defines"respirable fibers"as greater than 5 microns in length and less than 3 microns in diameter with an aspect ratio of>5:1(length-to-width ratio). Chronic Study in Animals A laboratory test was conducted with a different product(special application glass fiber)with comparable composition and durability.Test animals breathing very high concentrations of respirable fibers on a long-term basis developed fibrosis, lung cancer and mesothelioma. Page 5 of 8 Issue Date: 06/05/03 North American—English } t" Material Safety Data Sheet Material Name: Woven Rovings and Fabrics MSDS No.: 15-MSD-21555-01 About 23%of the rats (n=43) exposed to 1022 f/cc for 5 hrs/day, 7 days/week for 52 weeks developed lung tumors (adenoma and carcinoma). Five percent(5%) of the unexposed control group(n=38) developed lung tumors (adenoma and carcinoma). Five percent(5%)of the rats in the exposed group developed mesothelioma and 12.5% developed advanced fibrosis. None of the rats in the unexposed control group developed mesothelioma and 0.6 %developed advanced fibrosis. A second group of rats was exposed to a similar concentration of asbestos (respirable amosite fibers)for 5 hours/day, 7 days a week for 52 weeks. 38% of the rats developed lung tumors (adenoma and carcinoma)and 5% developed mesothelioma. 14.5 % developed advance fibrosis. Importantly, this result, that is similar disease rates for the special application fiber and amosite asbestos, had been predicted in a 1996 scientific paper (Inhal. Tox. 8:323-343, 1996 ref). That paper specifically stated that in rats all fibers which were durable enough to remain in a rat lung for two (2) years or more would produce the same disease rates if the exposures were the same. While the special application fiber is much less durable than asbestos, it is stable enough to remain in the rat lung for more than the two (2) year time period. The results of the current study are therefore not unexpected, and they do not indicate that similar disease rates would be seen in longer lived species or humans, exposed to these fibers. B: Component Carcinogenicity Fiber Glass (Continous Filament) (65997-17-3) ACGIH: A4— Not classifiable as a human carcinogen. [ARC: Group 3 "not classifiable as to its carcinogenicity to humans" June 1987 meeting, October 2001 meeting t * * * Section 12 - Ecological Information -ate No data available for this product. This product is not anticipated to harm animals, plants or fish. * * * Section 13 - Disoosa8 Considerations �AGene�ral e Number& Descriptions: Product Information Material, if discarded, is not expected to be a characteristic hazardous waste under RCRA. B: Component Waste Numbers No EPA Waste Numbers are applicable for this product's components. Disposal Instructions: Dispose of waste material according to Local, State, Federal, and Provincial Environmental Regulations. * * * Section 14 -Transportation Information US DOT Information Shipping Name: Not regulated for transport. Hazard Class: None UN/NA#: None Packing Group: None Required Label(s): None Page 6 of 8 Issue Date: 06/05/03 North American—English Material Safety Data Sheet Material Name: Woven Rovings and Fabrics MSDS No.: 15-MSD-21555-01 TDG Information Shipping Name: Not regulated for transport. Hazard Class: None UN/NA##: None Packing Group: None Required Label(s): None Additional Info.: None Additional Transportation Regulations: No additional information available. Section 15 - Reauiator f Information US Federal Regulations: A: General Product Information No additional information available. B: Component Analysis No additional information available. The following is provided to aide in the prepartion of SARA 311 and 312 reports. SARA 311/312 Acute Health Hazard: Yes Chronic Health Hazard: No Fire Hazard: No Sudden Release of Pressure Hazard: No Reactive Hazard: No C: Clean Air Act The following components appear on the Clean Air Act-1990 Hazardous Air Pollutants List: None State Regulations: A: General Product Information No additional information available. B: Component Analysis -State The foil)wing components appear on one or more of the following, state hazardous substances lists: Component CAS# I CA I FL MA MN NJ PA Fiber Glass continuous filament 65997-17-3 No I No No No No No Other Regulations: A: General Product Information No additional information available. Page 7 of 8 Issue Date: 06/05/03 North American—English Material Safety Data Sheet Material Name: Woven Rovings and Fabrics MSDS No.: 15-MSD-21555-01 B: Com onent Anal sis -Invento Com onent CAS# TSCA DSL EINECS Fiber Glass(Continuous Filament) 65997-17-3 Yes Yes Yes C: Component Analysis-WHMIS IDL The following components are identified under the Canadian Hazardous Products Act Ingredient Disclosure List: None WHMIS Status: Not controlled WHMIS Classification: None * * * Section 16 - ®ther Information * j HMIS and NFPA Hazard Ratings: Category HMIS NFPA Acute Health 1 1 Flammability 0 0 Reacdvity 0 0 NFPA Unusual Hazards: None HMIS Personal Protection: To be supplied by user depending upon use. Reasonable care has been taken in the preparation of this information, but the manufacturer makes no warranty of merchantability or any other warranty, expressed or implied,with respect to this information. The manufacturer makes no representations and assumes no liability for any direct, incidental or consequential damages resulting from its use. Revision Summary: This is a revised MSDS, which replaces 15-MSD-21555-01 with updated product names and new formatting. Read this information carefully. Get OC MSDS electronically via Internet: http://www.owenscorning.com or by calling 1-800-GET-PINK. This is the end of MSDS# 15-MSD-21555-01-A Page 8 of 8 Issue Date: 06/05/03 North American—English HTS Pipes Consultants,Inc. Phone 713-692-8373 420 Pickering Street,Houston.TX 77091 Fax 713-692.8502 www.htspipeconsultants.corn Toll Free 1-800.692-TEST ��Iff � June 20, 2017 HTS laV-Port #: BKPBF747.002B.Dor -- � Mr.Michael Roelmg Customer Project Name: Berolina Liner BKP Berolina Polyester GmbH& Co. KG Customer Project 4: Heidering 28 Date Sample Received: 6/16/17 D-16727 Velten Date Sample Tested: 6/20/17 Germany One (1) sample of fiber glass plate was delivered to HTS' laboratory for testing. The sample was tested in accordance with modified ASTM D790 Method I Procedure A, and ASTM F2019 (3/4in. wide test specimens). The sample was tested until break or 5% maximum strain. A Support Span-to-Depth Ratio of 16 to I was used as specified in the test standard ASTM D790. Thickness measurements, flexural stress and flexural modulus of elasticity tests were performed on the sample. Five(5)specimens were cut and tested from the sample. The results summarized and reported below are averages of the five(5)specimens. A test report for the sample is attached. Note: Fiberglass reinforced composite materials contain multiple layers. In addition to fiberglass and resin there are additional processing and finish non-structural components that are an integral part of the entire product. Therefore, two wall thickness measurements are recorded. I. Composite thickness: Flexural stress and modulus is calculated from the composite wall thickness. The composite wall thickness is determined by deducting 0.032"from the total wall thickness. 2. Total Wall Thickness: The entire thickness, including non-structural components,of the sample is recorded. This provides the customer information about the total wail thickness and serves as a quality measure ensuring the additional processing materials are included in the final product. —— MAXIMUM FLEXURAL INIANIIOLE MODULUS OF SAMPLE fib TO FLEXURAL FIBER ELASTICITY MANHOLE STRESS(psi) (psi) ASTM D 790 ASTM D 790 1 --- 47,765 1,814,545 BKPBF747.00213-MD032.13oc—Page 1 of Serving the Pipe Rehabilitation Industry The following table contains the thickness measurements for each individual specimen tested. MEASUREMENT OF TOTAL WALL.THICItNNESS FOR CARED IN PLACE PIPE LINER ASTM D 2122 Total Wall Thickness) Combined Total Avera e/S pecimen Sample Manhole to ID Manhole No. I N+2N,. No.4 No.5 No.6 No.7 No.8 In mm 1 --- 201 .195 .198 .181 .186 .188 .195 .195 0.192 4.9 The following table contains the thickness measurements for each individual specimen tested. DAEASURENIENT OF COMPOSITE THICI(NESS FOR CURED IN PLACE PIPE LINER ASTM D 3567 �Com osite Wall Combined Total Average S ecimen Sample Manhole to -- — -- --- ID Manhole No. I Nm 2 No.3 No.4 No.5 No.6 No.7 No.8 In mm 1 --- 'I 55 '156 .157 J. 160 .161 --- --- --- 0.158 4.0 Technician E. Carrillo Time 1 hr S' cerely, Rick Eastwood r"r Vice President This test report relates only to the items tested and shall not be reproduced except in full without approval of HTS,Inc. BKPBF747.002B-MD032.Doc—Page 2 of 2 r1ITS HTS Pipe Consultants,Inc. Phone 713-692-8373 420 Pickering Street.Houston,TX 77091 Fax 713-692.8502 wmv.hispipeconsultants.com Toll Free 1.800.692-TEST Tuesday, June 20, 2017 FLEXURAL PROPERTIES OF PLASTICS ASTM D790 3 POINT BEND INSTRON CORPORATION BLUEHILL V. 2.26. OPERATOR NAME: E. CARRILLO TEMPERATURE (F) / HUMIDITY (%) 71 / 50 RATE (in/min) .067 SAMPLE ID: 1 WIDTH THICKNESS SUPPORT SPAN _ (in)-- (in)- (ink 1 0.769 0.155 — 2.5 2 0.765 0.156 2.5 3 0.827 0.157 2.5 4 0.738 0.160 2.5 5 0.765 0.161 - 2.5 STRAIN @ MAX MAXIMUM LOAD FLEXURAL FLEXURAL (in/in) (Ibf) STRENGTH MODULUS 0.0342 260.5 52882 1819314 2 0.0288 229.0 46126 1904941 _ 3 0.0318 264.2 48595 - 1800272 _ 4 - 0.0288 240.0 47637 1818405 5 0.0348 230.5 43584 1729791 Mean 0.0317 244.8 47765 1814545 Standard Deviation 0.0029 16.6 3430 62442 Minimum 0.0288 229.0 43584 1729791 — Maximum 0.0348 264.2 _ 52882 1904941 F747-2-1.is flex Serving the Pipe Rehabilitation Industry HTS Pipe Consultants,Inc. Phone 713-692-8373 420 Pickering Street.Houston,TX 77091 Fax 713-692-8502 www.htspipeconsuitants.com TOII Free 1-800-692-TEST June 20, 2017 HTS Report #: �— ----- BKPBF747o002A.Doc Mr. Michael Roeling Customer Project Name: Berolina Liner HF BKP Berolina Polyester GmbH&Co. KG Customer Project#: Heidering 28 Date Sample Received: 6/16/17 D-16727 Velten Date Sample Tested: 6/20/17 Germany One (1) sample of fiber glass plate was delivered to HTS' laboratory for testing. The sample was tested in accordance with modified ASTM D790 Method I Procedure A, and ASTM F2019(2in. wide test specimens). The sample was tested until break or 5% maximum strain. A Support Span-to-Depth Ratio of 16 to 1 was used as specified in the test standard ASTM D790. Thickness measurements, flexural stress and flexural modulus of elasticity tests were performed on the sample. Five(5)specimens were cut and tested from the sample. The results summarized and reported below are averages of the five(5)specimens. A test report for the sample is attached. Note: Fiberglass reinforced composite materials contain multiple layers. In addition to fiberglass and resin there are additional processing and finish non-structural components that are an integral part of the entire product. Therefore, two wall thickness measurements are recorded. I. Composite thickness: FIexural stress and modulus is calculated from the composite wall thickness. The composite wall thickness is determined by deducting 0.032"from the total wall thickness. 2. Total Wall Thickness: The entire thickness, including non-structural components,of the sample is recorded This provides the customer information about the total wall thickness and serves as a quality measure ensuring the additional processing materials are included in the final product. MAXIMUM FLEXURAL MANHOLE FLEXURAL FIBER MODULUS OF SAMPLE ID TO STRESS(psi) ELASTICITY MANHOLE ASTM D 790 (psi) ASTM D 790 1 --- 63,448 2,700,756 BICPBF747.002A-MD032.Doc—Page 1 of 2 Sorving tho Ripo Robabiiitation industry The following table contains the thickness measurements for each individual specimen tested. MEASUREMENT OF TOTAL WALL THICKNESS FOR CURED IN PLACE PIPE LINER ASTM D 2122 (Total Wall Thickness Combined Total Average/Specimen Sample Manhole to ID _ Manhole No. I No.2 No.3 No.4 No.5 No.6 No.7 No.8 In mm I --- .406 .395 .392 .365 .391 .380 .398 .395 .390 9.9 The following table contains the thickness measurements for each individual specimen tested. MEASUREMENT OF COMPOSITE THICKNESS FOR CURED IN PLACE PIPE LINER ASTM D 3567 Com osite Wall ' Combined Total Avera Specimen Sample Manhole to LD Manhole No. I No.2 No.3 No.4 No.5 No.6 No.7 No.8 In mm 1 --- .358 .357 .357 .358 .357 --- --- --- 0.357 9.1 Technician E. Carrillo Time 1 hr Sinzerely, f J Rick Eastwood )G�> Vice President This test report relates only to the items tested and shall not be reproduced except in full without approval of HTS, Inc. BKPBF747.002A-MD032.Doc—Page 2 of 2 HTS FITS Pipe Consultants.Inc. Phone 713.692-8373 420 Pickering Street,Houston,Tx 77091 Fax 713-692-8502 www.htspipeconsullants.com Toll Free 1-800-692-TEST 9111111111'�..� _. s" � Tuesday, June 20, 2017 FLEXURAL PROPERTIES OF PLASTICS ASTM D790 3 POINT BEND INSTRON CORPORATION BLUEHILL V. 2.26, OPERATOR NAME: E. CARRILLO TEMPERATURE (F) / HUMIDITY (%) 71 / 50 RATE (in/min) .133 SAMPLE ID: 1 WIDTH THICKNESS SUPPORT SPAN (in) __ in _- (inj -- 1--- 2.078 0.358 5.5 2 . 2.072 0.357 5.5 3 2.065 0.357 5.5 4 2.078 0.358 5.5 5 2.070 0.357 5.5 STRAIN @ MAX MAXIMUM LOAD FLEXURAL FLEXURAL (in/in) (ibf) STRENGTH MODULUS --- _ _ (psi) (Psi i 0.0252 2005.3 62119 2647831 2 0.0281 2173.6 67907 2650725 -- - 3 0.0265 2047.2 64173 2606232 41 0.0222 2003.7 62069 2983831 5 0.0249 1949.7 60971 2615161 _Mean 0.0254 2035.9 63448 2700756 Standard Deviation 0.0022 84.4 2748 159450 Minimum 0.0222 1949.7 60971 2606232 Maximum 0.0281 2173.6 67907 2983831 -- F747-2-2.is flex Serving the Pipe Rehabilitation Industry/ HTS Pipe consultants, Inc. Phone 713-692-8373 420 Pickering Street,Houston.TX 77091 Fax 713-692-8502 www,hispipeconsultants.com Toll Free 1-800-692-TEST September 13, 2017 BKP Berolina Polyester GmbH&Co. KG Heidering 28 0-16727 Velten Germany Attn: Mr. Michael Roeling Re: 10,000 Hour Flexural Creep per ASTM D2990-09...Revised Using the Composite Thickness One(1)sample of UV-cured fiberglass pipe liner was delivered to HTS'laboratory for testing. The client identified the sample and test requirements as follows: Berolina Liner ASTI3i3 D2990—10,000 Hour Flexural Creep Flexural Creep testing was performed in accordance with the Greenbook (using the composite thickmess of the sample),ASTM D2990-09 Section 6.3, Standard Test Methods for Tensile, Compressive, and Flexural Creep and Creep-Rupture of Plastics, using the guidelines set by ASTM F2019-11, Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place installation of Glass Reinforced Plastic(GRP)Cured-in-Place thermosetting Resin Pipe(CIPP),ASTM D3567 Standard Practice for Determining Dimensions of"Fiberglass"(Glass-Fiber-Reinforced Thermosetting Resin) Pipe and Fittings and ASTM D790 Standard Practices for Evaluating the Resistance of Plastics to Chemical Reagents. One(1)set of five(5)test specimens were conditioned in accordance%with Procedure A of ASTM D618-13, prepared in accordance with ASTM D790, and placed on the test rack;with the calculated amount of force applied. The calculated 50-Yr extrapolation of the flexural modulus,although using the span setting based on the full thickness of the sample,for this test is 800,702 psi. We very much appreciate the opportunity to work with you and BKP Berolina. Please let me know if you have any questions or comments. Sincerely, HTS Pipe Consultants N* Rick Eastwood Serving the Pipe Rehabilitation Industry p O 0 O 0 o .y CL N c n LL O O O O O ✓a o') O b r m p C q \ o � O m J N 0 � O L, p � O m O 0 m� �0 x0 .' jcim rx U)LL al 0 i i I _ � o a o ^ 'c o 0 p a c N p r; o c a r\ f C O c O x C o C, i Cp O .. tisd?smnao,, o C a ,IHTS,zNc-,f FITS Pipe Consultants, Inc. 420 Pickering,Houston,Texas 77091 Tel:(713)692-8373 Fax:(713)692411502 FLEXURAL CREEP ASTM D2990 1500000 1400000 -4 L---I 1300000 Al IZU0000 .7 K i i � i �E�i*•�.=-�. � ' lei � , `,i�� i ' , � � �,� ( � , !1 � I � I 'I 1100000 N t 0 T 1000000 4', 1-7- 900000 FTJ 800000 ------- 1 d-L 700000 it 0 1 10 100 1000 10000 100000 TIME(HRS) Project Name: BKP Beralina Tested Temperature: 71'1., Project No.: 654 Lob Humidity: 500% Specimen Gage Length: 5.5" Sample ID No.: Berolina Liner 4min Stress: 3625 psi HTS Report#: BF654.003 HTS Reporl BF654.003 Sample 10: Berolina Liner 4mm Note:Span ratio of 30:1 Spec#1 Stress:3625 psi Spec#2 Stress:3625 psi Spec#3 Stress:3625 psi Thickness:0.158" Width:2.077" Thickness:0.158" Width:2,075" Thickness:0.158" Width:2.074" TIME(HRS) Modulus(psi) TIME(HRS) Modulus(psi) TIME(HRS) Modulus(psi) 0.02 1264166 0.02 1326504 0.02 1334154 0.10 1208685 0.10 1299676 0.10 1312953 0.20 1196186 0.20 1237125 0.20 1289533 0.50 1138496 0.50 1156711 0.50 1230544 1 1127399 1 1144126 1 1216311 2 1115440 2 1132920 2 1199908 5 1101630 5 1115440 5 1180318 20 1073016 20 1090209 20 1149813 50 1043963 50 1070038 50 1123021 100 1016442 100 1041144 100 1094334 196 998887 196 1021830 196 1073016 500 965535 500 998025 500 1043022 700 942715 700 992885 700 1028188 1004 934339 1004 976128 1004 1015550 2012 919484 2012 963124 2012 997165 3000 910080 3000 949681 3000 984435 4004 897371 4004 941947 4004 976128 5012 883660 5012 929086 5012 963926 6000 874971 6000 921682 6000 956751 7244 870362 7244 919484 7244 955171 8240 870362 8240 914396 8240 949681 9000 863862 9000 914396 9000 948124 10000 858732 10000 910796 10000 945026 r�Tsl HTS Report BF654.003 Sample ID: Berolina Liner 4mm Note:Span ratio of 30:1 Spec#4 Stress:3625 psi Sped#5 Stress:3625 psi Thickness:0.158" Width:2.078" Thickness:0.158" Width:2.070" TIME(HRS) Modulus(psi) TIME(HIRS Modulus(psi) 0.02 1257295 0.02 1271112 0.10 1234484 0.10 1243776 0.20 1177914 0.20 1233168 0.50 1162524 0.50 1218874 1 1150957 1 1208685 2 1136259 2 1192486 5 1117596 5 1174326 20 1086114 20 1137376 50 1062178 50 1110088 100 1033701 100 1086114 196 1012882 196 1064132 500 983598 500 1029103 700 967959 700 1012882 1004 954382 1004 1002350 2012 936609 2012 984435 3000 926852 3000 972026 4004 920216 4004 964730 5012 909364 5012 948124 6000 902271 6000 947348 7244 897371 7244 938889 8240 893904 8240 932832 9000 892524 9000 932080 10000 889778 10000 926852 im JHTS,iNc. 1ITS Pipe Consultants, Inc. 420 Pickering,Houston,Texas 77091 Tel:(713)692-8373 Fax:(713)692-M2 FLEXURAL CREEP ASTM D2990 � t � �� I I I � + � � j I i ! � �� I ! 11 li Iii 'i111 1 , ( � �I� 1 I ii`ii I II � I' I I ( ( I I ( i � I I j 0.4500 W, I it id OAOOO L.4- 0-3500 CU 'n 0.3000 0 ► { il�i� � iII � I i ` ! ';�i � ; 1 ! '' � � ijll I l l j l i Iit i , I �'i{ 0.2500 I I I i ! � I li I j � I � i� III � �ff M' � I it Hit 0.2000 0 1 10 '100 1000 10000 100000 TIME (HRS) Project Name: BKP Beralitta Tested Temperature: 71°F Project No.: 654 Lab Humidity: 50% Specimen Cage Length: 5.5" Sample ID No.: Berolina Litter 4,7zni Stress: 362-5 psi HTS Report-#-. BF654.003 HTS Rep(BF654.003 Sample 11 Berolina Liner 4mm Note:Span ratio of 30:1 Spec#1 Stress:3625 psi Spec#2 Stress:3625 psi Spec#3 Stress:3625 psi Thickness:0.158" Width:2.077" Thickness:0.158" Width:2.075" Thickness:0.158" Width:2.074" Tl,ME(HRS) Strain(%) TIME(HRS) Strain(%) TIME(HRS) Strain(%) 0.02 0.2868 0.02 0.2733 0.02 0.2717 0.10 0.2999 0.10 0.2789 0.10 0.2761 0.20 0.3030 0.20 0.2930 0.20 0.2811 0.50 0.3184 0.50 0.3134 0.50 0.2946 1 0.3215 1 0.3168 1 0.2980 2 0.3250 2 0.3200 2 0.3021 5 0.3291 5 0.3250 5 0.3071 20 0.3378 20 0.3325 20 0.3153 50 0.3472 50 0.3388 50 0.3228 100 0.3566 100 0.3482 100 0.3313 196 0.3629 196 0.3548 196 0.3378 500 0.3754 500 0.3632 500 0.3475 700 0.3845 700 0.3651 700 0.3525 1004 0.3880 1004 0.3714 1004 0.3569 2012 0.3942 2012 0.3764 2012 0.3635 3000 0.3983 3000 0.3817 3000 0.3682 4004 0.404 4004 0.3848 4004 0.3714 5012 0.4102 5012 0.3902 5012 0.3761 6000 0.4143 6000 0.3933 6000 0.3789 7244 0.4165 7244 0.3942 7244 0.3795 8240 0.4165 8240 0.3964 8240 0.3817 9000 0.4196 9000 0.3964 9000 0.3823 10005 0.4221 10005 0.398 10005 0.3836 r"TS HTS Repc BF654.003 Sample IC Berolina Liner 4mm Note:Span ratio of 30:1 Spec#4 Stress:3625 psi Spec#5 Stress:3625 psi Thickness:0.158" Width:2.078" Thickness: 0.158" Width:2.070" TIME(FIRS) Strain(%} TIME(FIRS) Strain(%) 0.02 0.2883 0.02 0.2852 0.10 0.2936 0.10 0.2915 0.20 0.3077 0.20 0.2940 0.50 0.3118 0.50 02974 1 0.3150 1 0.2999 2 0.3190 2 0.3040 5 0.3244 5 0.3087 20 0.3338 20 0.3187 50 0.3413 50 0.3266 100 0.3507 100 0.3338 196 0.3579 196 0.3407 500 0.3685 500 0.3522 700 0.3745 700 0.3579 1004 0.3798 1004 0.3617 2012 0.387 2012 0.3682 3000 0.3911 3000 0.3729 4004 0.3939 4004 0.3758 5012 0.3986 5012 0.3823 6000 0.4018 6000 0.3826 7244 0.404 7244 0.3861 8240 0.4055 8240 0.3886 9000 0.4062 9000 0.3889 10005 0.4074 10005 0.3911 HTS HTS Pipe Consultants, Inc. Phone 713-692-8373 420 Pickering Street, Houston,TX 77091 Fax 713-692-8502 www.hispipeconsultants.com Toll Free 1-800-692-TEST September 13, 2017 BKP Berolina Polyester GmbH&Co. KG Heidering 28 D-16727 Velten Germany Attn: Mr. Michael Roeling Re: 10,000 Hour Flexural Creep per ASTM D2990-09...Revised Using the Composite Thickness One(1)sample of UV-cured fiberglass pipe liner was delivered to HTS'laboratory for testing. The client identified the sample and test requirements as follows: Berolina Liner FIF ASTM D2990—10,000 Hour Flexural Creep Flexural Creep testing was performed in accordance with the Greenboo:k,(using the composite thickness of the sample),ASTM D2990-09 Section 6.3, Standard Test(Methods for Tensile, Compressive, and Flexural Creep and Creep-Rupture of Plastics, using the guidelines set by ASTM F2019-11, Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic(GRP)Cured-in-Place thermosetting Resin Pipe(CIPP), ASTM D3567 Standard Practice for Determining Dimensions of"Fiberglass"(Glass-Fiber-Reinforced Thermosetting Resin) Pipe and Fittings and ASTM D790 Standard Practices for Evaluating the Resistance of Plastics to Chemical Reagents. One(1)set of five(5)test specimens viere conditioned in accordance with Procedure A of ASTM D618-13, prepared in accordance with ASTM D790,and placed on the test rack with the calculated amount of force applied. The calculated 50-Yr extrapolation of the flexural modulus,although using the span setting based on the full thickness of the sample,for this test is 2,486,593 psi. We very much appreciate the opportunity to work with you and BKP Berolina. Please let me know if you have any questions or comments. Sincerely, HITS Pipe Consultants 0�7� Rick Eastwcod Serving the Pipe Rehabilitation Industry s p O O O N tl1 � a T LL co O O b R! O O e J a c c 2 tea' « II C G Fm E O U o a O O ch j o � FV � N�N 0 �O( p Ham' T m p aim l $ O m W d i c LJJ X N O O y LdJ O t r f 0U) a J /�/� •�� t` CLVW X ;` F A •O F WN Lu D��41t O 7 O c m I •N � LO ! 0 � c P{ 1I E F „ � 1 p2 N Q - - a o a 9 o m n m v m o0 0 0 0 o E � z p W c N i Z OSd)sn-inoofpj o a E N a a: m = FLEXURAL CREEP ASTNI D2990 3500000 -.._.._.._ .__.._.....___..................._._..,__- t 3000000 �=m 2500000 -_. ... a ! 2000000 i 1 0 ! 10 100 1C0D 10000 100000 TIME(HRS) Project Name: BRP Bernlino Tested Temperature: 71"r Project No.: 644 Lah Ilumidily:50% Specimen Cage Length: 12" Sample 11)No.: Herolinu Liner'Invn Stress:6315 pai IITS RcpnrtN: $F654.002 ITS FLEXURAL CREEP ASTM D2990 0,3000 0.2500 5:'.. 02000 - I 0 1 10 100 1000 10000 100000 TIME(HRS) Project Name: B P llerolina 1'esled Temperature: 7rr Project Nu.: 654 I.ab humidity: 50°n Specimen Gage length: 12" Sample 11)No.: 6erolina Liner 9mm Stress: 6345 psi FITS Report#: BF,654.002 HTS HTS Report)BF654.002 HTS Report Sample ID: Berolina Liner 9mm Sample ID: Note:Span ratio of 30:1 Note.Span ra Spec*1 Stress:6345 psi Spec#2 Stress:6345 psi Spec#3 Stress:6345 psi Spec#4 Thickness:0.354" Width:2.06T' Thickness:0.354" Width:2.057" Thickness:0.354" Width:2.049" Thickness: TIME(HRS) Modulus(psi) 71ME(HRS) Modulus(psi) TIME(HRS) Modulus(psi) TIME(HRS) 0.02 2837530 0.02 2940325 0.02 3308996 0.02 0.10 2822634 0.10 2922347 0.10 3271251 0.10 0.20 2813404 0.20 2848805 0.20 3256393 0.20 0.50 2807895 0.50 2796941 0.50 3193537 0.50 1 2802407 1 2780669 1 3177027 1 2 2795123 2 2769926 2 3165338 2 5 2778873 5 2752204 5 3151425 5 20 2753966 20 2722592 20 3114913 20 50 2731235 50 2693610 50 3077035 50 100 2720870 100 2680184 100 3055181 100 196 2703768 196 2668545 196 3040067 196 500 2673521 500 2639077 500 2993525 500 700 2670202 700 2631006 700 2983145 700 1004 2655367 1004 2615012 1004 2966686 1004 2012 2639077 2012 2602356 2012 2944350 2012 3000 2629398 3000 2591382 3000 2936311 3000 4004 2610252 4004 2577409 4004 2916403 4004 5012 2610252 5012 2575865 5012 2908516 5012 6000 2610252 6000 2572784 6000 2906551 6000 7004 2605509 7004 2568176 7004 2906551 7004 8000 2592944 8000 2552935 8000 2883174 8000 9000 2589822 9000 2552935 9000 2883174 9000 10000 2588264 10000 2545382 10000 2867797 10000 HTS BF654.002 Berolina Liner 9mm mo of 30:1 Stress:6345 psi Spec#5 Stress:6345 psi ).354" Width:2.064" Thickness:0.354" Width:2.060" Modulus(psi) TIME(HRS) Modulus(psi) 2705469 0.02 2773498 2680184 0.10 2743428 2626187 0.20 2734708 2607088 0.50 2720870 2594508 1 2707171 2580501 2 2696987 2560533 5 2680184 2531898 20 2652093 2505355 50 2621386 2492291 100 MUM 2487967 196 2596074 2458111 500 2565113 2449712 700 2557488 2435841 1004 2545382 2419401 2012 2530409 2415326 3000 2522988 2401840 4004 2508277 2401840 5012 2508277 2393820 6000 2503897 2391159 7004 2498081 2376627 8000 2485092 2376627 9000 2482224 2372694 10000 2473660 HTS HTS Report# BF654.002 Sample ID: Berollm Liner 9mm Notes Span ratio of 30:1 Spec#1 Stress:M45 psi Spec#2 Stress:6345 psi Spec#3 Stress:6345 psi Thidmew.0.354" Wtdth:2.067" Thickness:0.354" Width:2-057' ThidirM&0.354" Width:2.04T TIME(HRS) Strain(%) TIME(HRS) Strain(%) TIME(HRS) Strain(%) 0.02 0.2236 0.02 0.2158 0.02 0.1918 0.10 0.2248 0.10 0.2171 0.10 0.1940 0.20 0.2255 0.20 0.2227 0.20 0.1948 0.50 0.2260 0.50 0.2269 0.50 0.1987 1 02264 1 0.2282 1 0.1997 2 02270 2 0.2291 2 0.2005 5 0.2283 5 0.2305 5 0.2013 20 0.2304 20 0.2331 20 0.2037 50 0.2323 50 0.2356 50 0.2062 100 0.2332 100 0.2367 100 0.2077 196 0.2347 196 0.2378 196 0.2087 500 0.2373 500 0.2404 500 0.212 700 0.2376 700 0.2412 700 0.2127 1004 0.2390 1004 0.2426 1004 0.2139 2012 0.2404 2012 0.2438 2012 0.2155 3000 0.2413 3000 0.2449 3000 0.2161 4004 0.2431 4004 0.2462 4004 0.2176 5012 02431 5012 0.2463 5012 0.2177 6000 0.2434 60M 0.2466 6000 02182 7004 0.2435 7004 0.2471 7004 0.2183 79% 0.2447 7996 0.2485 7996 02201 9000 0.2450 9000 0.2485 9000 0.2201 10005 0.2451 10005 0.2493 10005 0.2213 HTS Report BF654.002 Sample ID: Berolina liner 9mm Note:Span ratio of 30:1 4 Stress:6345 psi SpeQ#5 Stress:6345 psi Thickness:0.354" Wiidth:2064" Thickness:0.354" Width:2.060" TIME(HRS) Strain(%) TIME(HRS) Strain(%) 0.02 0.2345 0.02 0.2288 0.10 0.2367 0.10 0.2313 0.20 0.2416 0.20 0.2320 0.50 0.2434 0.50 0.2332 1 0.2446 1 0.2344 2 0.2459 2 0.2353 5 0.2478 5 0.2367 20 0.2506 20 0.2392 50 0.2533 50 0.2420 100 0.2546 100 0.2434 196 0.2550 196 0.2444 500 0.2581 500 0.2474 700 0.2590 700 0.2481 1004 0.2605 1004 0.2493 2012 0.2623 2012 0.2508 3000 0.2627 3000 0.2515 4004 0.2642 4004 0.2530 5012 0.2642 5012 0.253 6000 0.2651 6000 0.2534 7004 0.2654 7004 0.254 7996 0.267 7996 0.2553 9000 0.267 9000 0.2556 10005 0.2674 10005 0.2565 UERTIFICATE [Now This is to certify that BKP Ber oil: -ohfa lter Gnb l Ll Co. KG Heidering 28 16727 Velten Germany has implemented and maintains a Quality Management' S,,sLem Scope: Development. manufacturing and distribution of articles made of glass fibre reinforced plastics (liner. UV-Preg, pipe covering) Through an audit, documented in a report. it was verified that the management system fulfills the requirements of the following standard: ISO 9001 : 2015 Certificate registration no 009157 QM15 Valid from 2018-07-03 No Valid until 2021-07-02 t DARkS Date of certification 2018.06-25 x'+kec;nerurpsteile DQS GmbH A 4J Stefan Heinloth Managing Director Accredited Bocy DQS GmbH .August-Schanz-Straile 21.60433 Frankfurt am Mai.Germany 7C 7� Q THE INTERNATIONAL CERTIFICATION NE-PNORK CERTIFICATE DOS Holding GmbH has issued an IQNet recognized certificate that the organization 8KP Berolina Polyester GmbH & Co. KG Heidering 28 16727 Velten Germany has implemented and maintains a Qua!ity Management System Scope: Development. manufacturing and distribution of articles made of glass fibre reinforced plastics(liner. UV-Preg, pipe covering) Through an audit. documented in a report, it was verified that the management system fulfills the requirements of the following standard ISO 9001 : 2015 Issued on: 2018-07-03 Expires on: 2021-07-02 This attestation is directly linked to the IQNet Partner's original certificate and shall not be used as a stand-alone document. Registration number: DE-009157 QM15 Ater Stoichltoiu ���ic�hael Drechsel President of IQNet Managing Director of IILI DQS Holding GmbH IQNet Partners' AENOR Spam AFNOR Certification France APCER Portugal CCC Cyprus CISQ Italy CQC China COM China COS Czech Republic Cro Cert Croatfa DOS Holding GmbH Germany FCAV Brazil FONDONORMA Venezuela tCONTEC Cu!omara tnspecta Serfifiointi Oy F,nland INTECO Costa Rica TRAM Argentina JQA Japan KFQ Korea MlRTEC ;recce NISZT Hungary Nemko AS Norway NSAI Ireland NYCESIGE Mexico PCBC Poland Qual,ty Austria ALstna RR P,ussia Su Israel SIQ Slovenia SIRIM OAS international Malaysia SOS Savdzerlard SRAC Rornania TEST St Pe?ersborg Russia TSE Turkey YUQS Serbia IQNet is represented in the USA by AFNOR Certification,CISQ,DOS Holding GmbH and NSAI Inc The list of IONet partners is valid at the time of issue of this certificate Updated information is available under www.ignet-certification-com Barry, Jason From: Kuehne, Paul Sent: Wednesday, November 06, 2019 3:36 PM To: Cameron Bloomer (cbloomer@kbacm.com) Cc: Connor, Eric; Barry, Jason Subject: FW: Seeking CIPP Pricing for 228th Ph5 �v CIPP for 228th Ph5 Proposal P $36,920 Lining + $5,174 Manhole Grouting = $42,094 �© See below. Paul Kuehne, Construction Engineering Supervisor Construction Management I Public Works Department 220 Fourth Avenue South, Kent, WA 98032 C&T Phone 253 856 5543 1 Cell 253-740-5015 (J PKuehneC�KentWA.Qov CITY CITY OF KENT, WASASHINGTON f From: Kuehne, Paul Sent:Tuesday, October 22, 2019 3:05 PM To: Connor, Eric (EConnor@kentwa.gov) <EConnor@kentwa.gov> Subject: Seeking CIPP Pricing for 228th Ph5 Hello Eric, Barry and the 228th project team are pursuing a cost to line pipe at the 76th St intersection. Rather than pricing through Scarsella, with Scarsella's approval, Barry is working an estimate through the 2019 CIPP Lining Project as a path of expediency and lower cost. See below. Paul Kuehne, Construction Engineering Supervisor Construction Management I Public Works Department 220 Fourth Avenue South, Kent, WA 98032 Phone 253-856-5543 1 Cell 253-740-5015 PKuehneCa)KentWA.gov CITY OF KENT, WASHINGTON From: Barry,Jason Sent:Tuesday, October 22, 2019 2:34 PM To:Jeff Moss<Jeff.Moss@murraysmith.us> Cc: Kuehne, Paul <PKuehne@kentwa.gov>; Nathan Bemis<Nathan.Bemis@murraysmith.us>;Jeff Kreshel <Jeff.Kreshel@murraysmith.us> Subject: RE: CIPP for 228th Ph5 1 Hi Jeff, I was able to confirm there is not a CIPP lining contract slated for 2020 at this time,that would have been a great way to handle this. Let's go ahead and have Insituform schedule ProVac for the MH F53 sealing at their convenience and please request pricing for limited lining work on the 8 inch noted. Scarsella Bros is capable and willing to provide any and all traffic control needs necessary for Insituform to set up on the MH in the intersection. With this arrangement we understand there may be limited notice as to when a crew can "swing by," but as much as possible is appreciated. I assure you all coordination efforts will be made to make this task as win- win as possible. Please forward cost proposal to Paul and myself for authorization and approval. Thank you for the help, Jason Jason Barry, Capital Projects Manager Construction Management I Public Works Department 220 Fourth Avenue South, Kent, WA 98032 0 Phone 253-856-5546 1 Cell 253-797-8462 KENT jbarry@KentWA.gov .a n. www.KentWA.gov B PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL From: Jeff Moss [mailto:Jeff.MossC�murraysmith.us] Sent: Monday, October 21, 2019 2:38 PM To: Barry, Jason Cc: Kuehne, Paul; Nathan Bemis; Jeff Kreshel Subject: RE: CIPP for 228th Ph5 E ERNAL EMAIL Jason, Paul, I discussed with Insituform, here is what they said: It is no problem to do the injection grouting repair to MH F53. Since this work is done by a local sub-contractor and we have previously agreed upon a price ($5174.40) they are still willing and able to do that work at that price. Insituform is also willing to install the CIPP liner between F53 and F57, but they would want to submit a change proposal and it will come at a cost premium.The main challenge is that Insituform does not have any work scheduled in the Puget Sound area right now.The closest work is in the tri-cities next month, so the crew could `swing by' Kent on the way there from the CIPP wetout facility outside Portland. It defrays the mobilization cost slightly, but not much, and since the length of liner is so short, the cost per linear foot will be high. Additionally, they would need to incorporate costs for traffic control. It would probably be more cost effective for the City to add the CIPP portion to a future lining project. If the City is ok with the cost premium to get the work done soon, I can have Insituform put costs together to give you a better idea of how much it would be. Let me know your thoughts, 2 -Jeff Jeff Moss Engineering Designer 520 Pike Street, Suite 1350, Seattle, WA 98101 P 206.462,7030 Murraysith I www.murraysmith.us From: Barry,Jason <JBarry@kentwa.gov> Sent: Monday, October 21, 2019 12:40 PM To:Jeff Moss<Jeff.Moss@murraysmith.us> Cc: Kuehne, Paul <PKuehne@kentwa.gov> Subject: RE: CIPP for 228th Ph5 Hi Jeff, Would the 2019 CIPP Lining contractor you've been working with be able to complete MH F53 infiltration repairs while adding a slip-lining portion of work to the existing 8" SS line exiting MH F53 over to F57?Attached are some drawings of the location and work. Originally the City desired replacement of the 8" line in its entirety between the two MH's under the Scarsella Bros. contract for the S. 228`h UPRR Grade Separation project, Phase 5. While potholing and preparing for work,the difficulties uncovered that will be encountered while excavating are substantial. Along with a large 72" storm line that must be crossed below, there are several private gas,fiber, power and communications lines making shoring and efficient excavation nearly impossible. The City is now considering limiting excavation in this location to replacement of the currently plugged and unmaintainable outside MH drop at F57, while CIPP lining the 8" between F53 and F57. Is this something you can discuss with Insituform and look at adding to the 2019 SS CIPP Lining contract?As far scheduling, we can work with Insituform's availability.Those previously identified repairs to MH F53 infiltration and this added sewer line relining can occur at a time that best fits their availability. Let me and Paul know if this is something that contract can take on? Thank you, Jason Barry Jason Barry, Capital Projects Manager Construction Management I Public Works Department 220 Fourth Avenue South, Kent, WA 98032 • Phone 253-856-5546 1 Cell 253-797-8462 f KENT ibarry@KentWA.gov .....,>.s, www.KentWA.gov PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL 3 From: Kuehne, Paul Sent: Thursday, October 17, 2019 2:34 PM To: Barry, Jason Cc: Jeff Moss Subject: CIPP for 228th Ph5 Hello Jason, For CIPP on 228th... Please take the path of least resistance whether under 2019 Sanitary Sewer CIPP Lining or under 228th Project, your choice. Contact: Jeff Moss Engineering Designer 520 Pike Street, Suite 1350, Seattle, WA 98101 P 206.462.7030 Murraysmith I www.murraysmith.us Paul Kuehne, construction Engineering Supervisor Construction Management I Public Works Department 220 Fourth Avenue South, Kent, WA 98032 Phone 253-856-5543 1 Cell 253-740-5015 PKuehne@KentWA.gov CITY OF KENT, WASHINGTON 4 Barry, Jason From: Jeff Moss <Jeff.Moss@murraysmith.us> Sent: Wednesday, October 30, 2019 2:23 PM To: Kuehne, Paul; Barry, Jason Cc: Nathan Bemis;Jeff Kreshel; Leyrer, Thomas Subject: FW: [EXTERNAL]FW: CIPP for 228th Ph5.. Proposal EXTERNAL EMAIL Paul, Jason, Please see below for pricing from Insituform for the CIPP liner between MH F53 and F57.The total cost comes out to about$640/LF. For reference, the previously installed portions of the project ended up at about$80/LF. Insituform is requesting to do a steam cure rather than water since they will be mobilizing for this work in conjunction with another project and the equipment used for steam/water is different. We have seen steam cures used successfully for similar applications and Insituform has sufficient experience that they should be able to execute successfully. Let me know your thoughts, we can further coordinate the smaller details from here if the concept and cost is acceptable. -Jeff Jeff Mass Engineering Designer 520 Pike Street, Suite 1350, Seattle, WA 98101 P 206.462,7030 Murraysmith ! www.murraysmith.us From: Mike Morris <mmorris@aegion.com> Sent:Tuesday, October 29, 2019 4:36 PM To:Jeff Moss<Jeff.Moss@murraysmith.us> Subject: RE: [EXTERNAL]FW: CIPP for 228th Ph5.. Proposal Jeff, Our estimator has worked up the below pricing for the 8" from F53 to F57. I have also included our assumptions, inclusions, and exclusions. Unit of Per Bid Bid Item per Does Description Measure Quantity Bid Price Total 1 Mobilization LS 1 $ 8,500.00 $ 8,500.01 2 CIPP - 8" LF 58 $ 490.00 $ 28,420.01 1 $ 36,920.01 • Add to the above pricing MH F53 Rehabilitation repairs per our earlier Change Order. Pro-Vac said the pricing is still good. • Pro-Vac mobe and cleaning is included in above pricing • Pro-Vac based their pricing on flush what little debris down the system to save some costs of accessing F57. More to save on Traffic Control and allow them some flexibility to catch the work on short notice. • We assumed: 1 shot 8"x4.5mmx 58LF, 2 days total(1 install day+ 1 MOB day), Hotel & Perdiem, Air-Steam install • We excluded: o The cost for a stamped design review but can get one for an additional charge. I am guessing it would be in the $800 range. We can share what we calculated for the minimum thickness for the tube and submit that for your records.We didn't have any issues with the Project Designs we submitted originally and over the 50 segments, we averaged a minimum of a 3.6 mm thickness.The minimum for F52 to F53 was a 3.7mm. But let us know. o All traffic control. We understand the Bridge Contractor will provide o New Mechanical Drop at F57 • Estimator said we need to have a mutually agreeable schedule. We bet that we can find a truck to help get the tube to the jobsite. Depending on the Bridge Contractor's scheduled completion date, if late in the spring of 2020, we could have something in the general area to help us. • Above we assumed Air-Steam. This is such a small length we are hoping to perform Air-Steam as a kind of demonstration. To do a water shot per the original Project specs added even more costs. After you get a chance to review, I think a conversation might be warranted to address any questions etc. Sincerely, Mike Morris Project Manager- Pacific I Insituform Technologies, LLC 19165 SW 119`� Ave ( Tualatin, OR 97062 Ph: 503.486.62741 Cell: 971-645-9779 ( Fax: 503-395-1023 www.Aegion.com mmorris@aegion.com FAm AEGION Qlnsftufom� Stronger.Safer.Infrastructure.' Aegion is the parent company of Aegion Coating Services, AIISafe Services,The Bayou Companies, Brinderson, Corrpro, Fibrwrap Construction, Fyfe Co., Insituform, MTC, Schultz, Underground Solutions and United Pipeline Systems Aegion Disclaimer This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute,retain,or copy this e-mail or any attachments.If you have received this email in error please delete and notify the sender. Aegion From:Jeff Moss <Jeff.Moss@murraysmith.us> Sent:Thursday, October 24, 2019 12:57 PM To: Mike Morris<mmorris@aegion.com> Cc: Nathan Bemis<Nathan.Bemis@murraysmith.us> Subject: [EXTERNAL)FW: CIPP for 228th Ph5 2 Mike, see below and attached for more info on the drop MH. -Jeff Jeff Moss Engineering Designer 520 Pike Street, Suite 1350, Seattle, WA 98101 P 206,462.7030 Murraysmith I www.murraysmith.us From: Barry,Jason <JBarry@kentwa.gov> Sent: Wednesday, October 23, 2019 1:09 PM To:Jeff Moss<Jeff.Moss@murraysmith.us> Cc: Nathan Bemis<Nathan.Bemis@murraysmith.us> Subject: RE: CIPP for 228th Ph5 Jeff, Yes,that is correct. Attached is the detail we will be installing, current condition is similar, but with a downward tee instead of cross. Right now I cannot guarantee when Scarsella will do the new drop replacement, it's not necessarily a critical path item at this point. If Insituform gets there first, I will coordinate with Scarsella to have them cut the existing half-cap off just prior to Insituform arriving. If Scarsella gets there first,yes I will have them hold off on the half cap install. We'll make it work one way or the other. Thanks, Jason From: Jeff Moss [mailto:Jeff.Moss(�bmurraysmith.us] Sent: Wednesday, October 23, 2019 10:30 AM To: Barry, Jason Cc: Nathan Bemis Subject: RE: CIPP for 228th Ph5 EXTERNAL EMAIL Jason, a couple question about the new MH setup— The new manhole drop connection will be and exterior DI drop per City Std Plan 4-6 right?With an MJ sleeve between the new and existing? Can you have Scarcella leave the half-cap off inside the MH until after the CIPP is installed? Thanks for the help! -Jeff 3 Jeff Moss Engineering Designer 520 Pike Street, Suite 1350, Seattle, WA 98101 P 206.462.7030 Murraysmith I www.murraysmith.us Aegion Disclaimer This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute,retain,or copy this e-mail or any attachments.If you have received this email in error please delete and notify the sender. At Aegion,we care about your privacy and have taken appropriate measures to ensure that the data you have provided to us is secure.To learn more about how we comply with privacy laws and,as a result,care for the security and privacy of personal data we collect from you,visit this 12ageto view our privacy policies and notices. Aegion I I I i i i 1 1 I I I f i 4 Io/7-1 Barry, Jason From: Barry, Jason Sent: Monday, October 21, 2019 12:40 PM To: Jeff Moss Cc: Kuehne, Paul Subject: RE: CIPP for 228th PhS Attachments: Reline v Replace SS 76th &228th.pdf Hi Jeff, Would the 2019 CIPP Lining contractor you've been working with be able to complete MH F53 infiltration repairs while adding a slip-lining portion of work to the existing 8" SS line exiting MH F53 over to F57?Attached are some drawings of the location and work. Originally the City desired replacement of the 8" line in its entirety between the two MH's under the Scarsella Bros. contract for the S. 228`h UPRR Grade Separation project, Phase 5. While potholing and preparing for work, the difficulties uncovered that will be encountered while excavating are substantial. Along with a large 72" storm line that must be crossed below, there are several private gas, fiber, power and communications lines making shoring and efficient excavation nearly impossible. The City is now considering limiting excavation in this location to replacement of the currently plugged and unmaintainable outside MH drop at F57, while CIPP lining the 8" between F53 and F57. Is this something you can discuss with Insituform and look at adding to the 2019 SS CIPP Lining contract?As far scheduling, we can work with Insituform's availability.Those previously identified repairs to MH F53 infiltration and this added sewer line relining can occur at a time that best fits their availability. Let me and Paul know if this is something that contract can take on? Thank you, Jason Barry Jason Barry, capital Projects Manager Construction Management I Public Works Department 220 Fourth Avenue South, Kent, WA 98032 a Phone 253-856-5546 1 Cell 253-797-8462 KENT ibarrvCcbKentWA.00v ~ www.KentWA.gov PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL , From: Kuehne, Paul Sent: Thursday, October 17, 2019 2:34 PM To: Barry, Jason Cc: Jeff Moss Subject: CIPP for 228th Ph5 Hello Jason, i For CIPP on 2281h... Please take the path of least resistance whether under 2019 Sanitary Sewer CIPP Lining or under 228th Project, your choice. Contact: Jeff Moss Engineering Designer 520 Pike Street, Suite 1350, Seattle, WA 98101 P 206.462.7030 Murraysmith I www.murraysmith.us Paul Kuehne, construction Engineering Supervisor Construction Management I Public Works Department 220 Fourth Avenue South, Kent, WA 98032 Phone 253-856-5543 1 Cell 253-740-5015 PKuehne(�bKentWA.aov CITY OF KENT, WASHINGTON 2 - j � ' \ � ] � \ ) ) \ \ ) ( � � . - ! - ee222q; A ; . , - Ila 4em ; ; ; �m � . - - - � � . ...._ . . . . . .. . b §2 � § ■ � 3 2 § § A7 ; © 0 qa ■ J ) � ) . ®) (/ _ zo „ \ ! z ; y5 � m ; ■ » ) § ■ 5 \ \ \ 6 $ +> ) � } $ i a - O 0 0 It a , �ry o ,1 a �: ;• . � I� I a II I I F iF i .._.r.. _ ......_. Y I .. i NJ I � 00 P IT it ; I IN I _ }F r w� 11 ......._......__ If I .. ..:ITT r 1 if 111 O if - o 18. T n 1 rn it u I p 11 I { u I � n I u 1 O u I 1 N O 11 I fII N I u jl A p— "I I N >_ 2 m N LL M I fn i 2 G —R Elt 68'STgpy: N RI ...._... ''. I _ LA F .._... ig� r ; 76TH AVE S 8� — � i g 1 [ - FA Sheet No.: - = Independent Cost Estimate CONSTRUCTION MANAGEMENT Project Name: 228th Ph 4 - Project No: 17-3003.2 Item No.: Date: 11/6/2019 Description of Work: Open Cut Sewer at 76th Work by Subcontractor?: (mark'x"if yes) Prime Contractor: Scarsella Bro's, Inc. Sub-Contractor: G and G Incorporated Items/Cost MATERIALS/SERVICE DESCRIPTION QUANTITY UNIT PRICE AMOUNT Di Pipe(Bid Price) 58 LF $ 120.00 $ 6,960.00 Pipe Zone Bedding(Bid Price) 14 Tns $ 20.00 $ 280.00 Gravel Backfill for Trench (Bid Price) 121 Tns $ 20.30 $ 2,456.30 CDF at 72"Storm (Bid Price) 20 CY $ 170.00 $ 3,400.00 Shoring(Bid Price) 696 SF $ 0.50 $ 348.00 TCS (2 days estimated) 16 Hrs $ 0.01 $ 0.16 TCL(2 days,4 Flaggers) 64 Hrs $ 52.75 $ 3,376.00 Arrow Board 2 Day $ 25.00 $ 50.00 FA due to unforseen conflicts with utilites at curb ramp, which make it impossible to get a bucket in to excavate between 72" Storm and MH F53 $ - Vactor Truck(2 days) 16 Hrs $ 225.00 $ 3,600.00 4 person crew, 2 days 64 Hrs $ 70.00 $ 4,480,00 SUBTOTAL-MATERIALS $ 24,950.46 Markup @ 21% $ 5,239.60 SUBCONTRACTOR TOTAL 30,190.06 Verification of Hours Worked: TOTAL: $ 30,190.06 12%MARKUP(for prime when subcontract work) ------------------------------------------------------- Contractors Representative(printed name) SHEET TOTAL: $ 30,190.06 Contractor's Representative Signature Date Prime Markup on Subcontractor: ----------------- -----------e') - --------------------- 12%: <$25,000 Owner's Representative(printed name) 10%: $25,000 to$100,000 ----------------------------------------------------- 7%: >$100,000 Owner's Representative Signature Date Pay Estimate Entered: If checked,this work is in dispute. By signing this form, parties are Date: agreeing to the time and effort needed to accomplish the task. By: Entitlement to be determined at a later date. 1 of 2 P-13 (Rev. 7/12) Pipe Calcs pzb w h pipe dia Net Area I Vol (CF) Tons 3.5 2 3.14 3.86 58 223.88 13.9925 Backfill 4 12 58 2784 121.2072 Shoring 12 58 696 CDF 20 CY 2 of 2 P-13 (Rev. 7/12) Barry, Jason From: Cameron Bloomer <cbloomer@kbacm.com> Sent: Friday, December 27, 2019 12:01 PM To: Barry, Jason Cc: Nsharra Key; Gary Paxton Subject: 228th Ph 5 - CO 004 CIPP Lining Attachments: CO 004 - CIPP Sewer Lining.docx; COP 004 8in UV CIPP Sewer Repair.pdf EXTERNAL EMAIL Hello Jason, Attached is the CO worksheet for CIPP lining. Please review. Thank you, Cameron Bloomer, PE C 206.819,7148 1 cbloomer@kbacm.com K A, Inc. I Construction Management Specialists I www.kbacm.com 1