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ST1002-SP111103 (2)LMC Lattimore Materials Corp. 15900 DOOLEY ROAD ADDISON TX 75001 (972)221 -4646 (main) (972)221 -9647 (fax) Ready Mix Concrete Mixture Design Date: 11/03111 Client: KCK UTILITY CONSTRUCTION INC Project: OLD TOWN COPPELL & BETHEL ROAD Water IMPROVEMENTS Materials: Cement: ASTM C 150, TYPE I /II AEA Coarse Agg.: ASTM C 33, 1"-#4 CRUSHED STONE Total Weight Fine Agg.: ASTM C 33, CONCRETE SAND Unit Weight Admixtures: ASTM C 494, TYPE A OR D w /cm Ratio ASTM C 260 1.0 Cubic yard by weight - SSD Use DRAINAGE STRUCTURES & SANITARY SEWER MANHOLES Mix Number 1701 (6 SK, WR, AIR) Strength @ 28 Days 4200 psi Cement 564 Ibs Coarse Aggregate 1850 Ibs Fine Aggregate 1371 Ibs Water 256 Ibs Admixture WATER REDUCER 22.6 ozs AEA 3.7 ozs Total Weight 4041 Ibs Unit Weight 149.67 pcf w /cm Ratio 0.45 Fly Ash Replacement 0% Maximum Temperature 95° F Slump 3 -5 inches Entrained Air 3 -6% LMC has no knowledge or authority regarding where this mixture is to be placed, therefore it is the direct responsibility of the Purchaser, the design architect or design engineer, and or contractor to insure that the above designed mixture parameters for compressive strength, mixture proportions or ratios, and other required performance parameters are appropriate for the anticipated environmental, durability, or usage conditions in ACI 318 Chapter 4 and /or the relevant local building codes. LMC warrants the supplied ready -mix concrete mixture designs which LMC guarantees will achieve the specified compressive strength, or other performance properties of the concrete stated in the Contract Documents, as were made available at the time of quotation, when tested and evaluated in accordance with ASTM C172 -99, ASTM C31/C31M -03a (including proper initial curing as per Section 10.1.2), ASTM C39/C39M-01, ASTM C94/C94M -07, or other standard test methods indicated in the Contract Documents that were necessary to verify the additional performance properties of the concrete, and when the recommended procedures for placement and curing of the in -place concrete, or those specifically outlined in ACI 305R -99 and ACI 3068 -88 are followed, if and when necessary. Additional information can be found in the Limited Warranty for Ready Mix Concrete. In accordance with ASTM C94/C94M-07 Section 4.6, Lattimore Materials Corp shall receive all copies of testing reports, and they should be forwarded to our Quality Control Department (fax 972 - 221 -9647) as soon as available. Failure to forward reports in a timely fashion can delay response time in dealing with concrete concerns as well as future project submittals. This mix design submittal, price quote, or material specific information (aggregate properties, grading, material composition, or other information regarding materials manufactured by Lattimore Materials Corp) is proprietary and confidential and not to be shared or transmitted in any form to any person or organization that is not expressly authorized in writing by a designated official of Lattimore Materials Corp. Any unauthorized person or entity in possession of this information will be prosecuted to the fullest extent of the law. LMC LATTIMORE MATERIALS CORP. P.O. Box 2469 Addison. Texas 75001 972 - 221 -4646 main 972 -569 -6998 fax www.hnctx.com lite# sUcal Comp ressive stren ' History Mix Design #1 1701 1 Design compressive strength, f, = 4200 psi Number of test results = 1 30 28 day compressive strength standard deviation (s) = 819 psi ACI 318 Table 318 5.3.1.2 modifier = 1 Modified Standard deviation (s) = 819 psi ACI 318 Table 5.3.2.1 f < 5000 psi � +1.34s = 5297 (5 -2) f�, = f� + 2.33s - 500 = 5608 psi psi 28 day cylinder average = I 5680 psi Required ACI 318 strength = r 5608 psi Test Date I Slump I Conc. I % Air 7 day strength 28 day strength I # 6830 7010 Temp 2 C 1.1 C l, C 1.1 C 1.2 SetA I ULli M i 4.UU 49 4.00 5700 5700 6830 7010 6920 2 02/15/11 4.50 72 5.50 4200 4550 4380 5540 5490 5520 3 02/28/11 1.25 65 3.00 5740 5430 5590 6530 7140 6840 4 03/02111 3.00 74 4.00 4490 4490 5420 5420 5420 5 03/08/11 3.25 75 4.00 4600 4320 4460 5510 6210 5860 6 03/12/11 2.25 73 3.30 4960 4830 4900 6470 6320 6400 7 03/16/11 1.50 83 3.00 4210 4410 4310 5460 5350 5410 8 03/22/11 2.00 75 3.50 5150 4870 5010 5600 5720 5660 9 03/25/11 3.00 78 3.20 4070 4380 4230 5140 5080 5110 10 03/29/11 2.00 63 4.00 6340 6340 7790 7820 7810 11 03/29/11 3.00 68 4.20 6450 6450 7550 7400 7480 12 04/04/11 4.25 73 3.20 4210 4210 4910 5110 5010 13 04/05/11 4.50 70 4.50 4180 4180 5180 5040 5110 14 04/06/11 3.50 81 3.30 4670 4670 5380 5590 5490 15 04/07/11 4.75 77 3.40 4150 4150 4980 5150 5070 16 04/11/11 2.50 77 3.10 4900 4900 6220 6170 6200 17 04/12/11 3.50 82 3.40 4620 4620 5670 5910 5790 18 04/13/11 4.00 82 3.40 4390 4390 5230 5440 5340 19 04/14/11 4.25 87 3.20 3890 3890 4960 4820 4890 20 04/18/11 4.00 87 3.90 4090 4220 4160 5440 5500 5470 21 04/19/11 3.75 87 3.20 3400 3400 4820 4920 4870 22 04/21/11 5.00 81 4.50 3730 3730 4610 4760 4690 23 04/26/11 5.00 80 3.00 4770 4940 4860 5730 5540 5640 24 04/26/11 4.75 76 3.50 3930 3930 5180 5020 5100 25 04/27/11 3.50 69 3.10 5210 5030 5120 7150 7080 7120 26 05/04/11 4.25 80 5.20 4550 4730 4640 5810 5780 5800 27 05/05/11 4.50 84 4.60 4360 4360 5050 5310 5180 28 05/10/11 4.25 85 5.60 4320 4320 5240 5230 5240 29 05/13/11 4.50 83 3.80 3940 3940 4930 4960 4950 30 05/13/11 4.50 85 4.60 4630 4630 5390 4610 5000 TOTAL WEIGHT 32.2 SPECIFIC TEST RE SULTS TxDot 403-A Specific Gravity(SSD) TXI Corp. TxDot 41 Magnesium Soundness 11 Bridgeport Stone Plant Sodium Soundness Technical Services Lab Absorption i� P.O. Box 487 Phone: 972 -647 -7232 Unit Weight: Bridgeport, Texas 76426 Fax 972 -647 -7244 L A Abrasion 30 DATE 972 November 1, 2011 /CF-Dry Rodded COMPANY/NAME Latimore Materials TxDot 413-A Clay Lumps 0 MATERIAL 1" - #4 Class A Decantation 0.6 TEST RESULTS SIEVE SIZE WT. RETAINED % RETAINED % PASSING SPECIFICATION U. S. METRIC 11/2" 37.5mm 0 0.0% 100.0 100 1" 25.Omm 0.5 1.6% 98.4 95 100 3/4" 19.Omm 6.6 20.5% 79.5 (60 90) 1/2" 12.5mm 19.8 61.5% 38.5 25 60 3/8" 9.5mm 26.2 81.4% 18.6 #4 4.75mm 30.9 96.0% 4.0 0 10 #8 2.36mm 32 99.4% 0.6 0 5 TOTAL WEIGHT 32.2 SPECIFIC TEST RE SULTS TxDot 403-A Specific Gravity(SSD) 2.66 TxDot 41 Magnesium Soundness 11 Sodium Soundness 0 TxDot 403-A Absorption 1 Unit Weight: TxDot 410 -A L A Abrasion 30 Dry Loose 972 LB— /CF-Dry Rodded 1015 LBJCF. TxDot 413-A Clay Lumps 0 TxDot 406-A Decantation 0.6 Ben Jones Txi Representative MC Lattimore Materials Company 15900 Dooley Road Addison, Texas 75001 972 - 221 -4646 (main) 972 - 221 -9647 (fax) www.lattimorematerials. com Gradation Analysis for Fine Aggregates I ASTM C29, C33, C117, C128 & D75 8-Jul -2011 Sample: Spec 13-Jul -2011 Source: Thackerville 627.2 grams Location: Lewisville Bunker Sieve Size (in) Wt. Ret. % Ret. % Pass % Passing ASTM C33 Limits % Retained TxDOT 421 3/8" 0.375 0.0 0.0% 100.0% 100% 0% 1/4" 0.250 5.2 0.8% 99.2% - - #4 0.188 17.4 2.8% 97.2% 95% to 100% 0% to 5% #8 0.094 76.8 12.2% 88.2% 80% to 100% 0% to 20% #10 0.079 91.2 14.5% 85.5% - - #16 0.047 139.3 22.2% 77.8% 50% to 85% 15% to 50% #20 1 0.033 185.5 29.6% 70.4% - - #30 0.023 264.9 42.2% 57.8% 25% to 60% 35% to 75% #40 0.017 393.7 62.8% 37.2% - - #50 0.012 512.1 81.6% 18.4% 5% to 30% 65% to 90% #80 0.007 585.5 93.4% 1 6.6% - - #100 0.006 1 604.9 96.4% 3.6% 0% to 10% 90% to 100% #200 0.003 620.0 98.9% 1.1% 0% to 3% 97% to 100% PAN - - Fineness Mod.: Specific Gravity: Dry Loose Unit Wt: Dry Rodded Unit Wt: Absorbtion: 2.57 2.62 104.80 Ib /ft 112.92 Ib/ft 94% Product Data Sheet Edition 10.2005 Identification no. 104 Sika AER Sika ®AER Air Entraining Admixture Description Sika AER admixture is a concentrated liquid solution of neutralized vinsol resin. Sika AER meets the requirements of ASTM G260 for Air Entraining Admixtures. Applications Sika AER can be used whenever air entrained concrete is desired. Ready- mix, precast and block producers can achieve optimum entrained air contents, even where harsh mixes are used or fly -ash is added to the mix. Sika AER is an effective and economical means to improve the paste quality of lean concrete mixes. Advantages Durability: Air entrainment is recognized as the most effective prevention against concrete scaling in exposed environments. Air entrained concrete delivers particular benefits in the form of increased concrete durability. This is important in colder climates where frost and freeze -thaw cycles can cause scaling and damage to the concrete surface. Air entraining agents help to prevent scaling by creating millions of microscopic air voids that water trapped in the concrete can expand into when the concrete freezes, thus preventing cracks caused by the natural expansion. Entrained air voids in the concrete will also increase durability in harsh environments where concrete is exposed to deicing salts, marine salts and sulfates. Workability and Placeability: Workability and placeability are also improved by the lubricating action of the microscopic bubbles in the concrete. The concrete flows better, bleeding and shrinkage is reduced because lower water content is needed for desired workability. It has been formulated and manufactured specifically to provide stable and predictable air contents in concrete, with uniform air bubble spacing through- out the concrete matrix. How to Use Dosage Dosage rates for Sika AER will typically fall between 0.5 and 1.5 fl. oz. /100 lbs. (32 - 97 ml /100 kg) of cementitious to entrain between 4 and 6 percent air. Higher air contents may be obtained by increasing the dosage rate. Dosage rates will vary depending on the air content required for a particular project. Typically air contents will be specified in the range of 4 to 8 percent by volume. Other factors that may affect the amount of air entrained into the concrete include, but are not limited to total cementitious content, type of pozzolanic materials, sand gradation, temperature and water content. Sika recommends that trial mixes be tested whenever material or any other changes are made that may affect the amount of entrained air. Mixing Measure the required quantity per batch manually or with automatic dispenser 1$00- 933-SIKA QUALITY equipment. Add Sika AER to mixing water or sand. Do not mix with dry ce- 601, Delmar Avenue ment. When used in combination with other admixtures, care must be taken to Lyndhurst, NJ 07071 dispense each admixture separately into the mix. t Combination with Other Admixtures: Phone: (514) 697 -2610 Combination with other admixtures, particularly water reducers and retarders, Fax: (201) 933 -6225 will tend to increase the amount of entrained air in the mix. Air contents should q CHf be checked with an air -meter after batching and dosage adjustments made at www.sika.ca the concrete plant. Packaging Sika AER is supplied in 55 gallon (208 liter) drums and bulk delivery. Storage and Shelf Life Sika AER should be stored at above 40 °F (5 0 C). If frozen, thaw and agitate thoroughly to return to its normal state before use. Shelf life when stored in dry warehouse conditions between 50 °F and 80 °F (10 °C - 27 °C) is one year. Typical Data Appearance Dark Brown Yellow liquid. Specific Gravity Approx. 1.0 Caution Skin and eye irritant; avoid contact. The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product. U se with adequate ventilation. Remove contaminated clothing. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant goggles /gloves/clothing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thoroughly with soap and water after use. Remove contaminated clothing and launder before reuse. First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. Dilute with water. Contact a physician. In all cases, contact a physician immed if sy mptom s p ersist. Clean Up Use personal protective equipment (chemical resistant goggles /gloves /cloth- ing). Without direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in accor- da wi app li c a b le environmental regulations. KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION Sika warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the anent Technical Data Sheet lf used as directed within shelf Ile. User determines suitability of product for intended use and assures all risks. Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESSED OR IMPLIED SHALLAPPLY INCLUDING ANY WARRANTYOF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKASHALL NOT BE LIABLE LINDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Sika Corporation Slka Canada inc. 1$00- 933-SIKA QUALITY 201 PoltoAvenue 601, Delmar Avenue Lyndhurst, NJ 07071 Pointe - Claire, QC H9R 4A9 t Phone: (201) 933 -8800 Phone: (514) 697 -2610 t Fax: (201) 933 -6225 Fax: (514) 697 -3087 q CHf www.slkaconstrucdon.com www.sika.ca E V EMEN Regional Information and Sales Canters For the location of your nearest Sika representative, contact your regional center. US.: North East Region: Fairless Fills, PA, Phone. (215) 295 -6600 North Central Region: Marion, OH, Phone: (800) 851 -1545 South East Region: Conyers, GA, Phone: (770) 760 -1300 South Central Region: Mesquite, TX, Phone: (972) 289b180 Western Ragion: Santa Fe Springs. CA, Phone: (562) 903 -3650 Canada: Ontario: Mississauga ON, Phone: (905) 795 -3177, Albania: Edmonton, AB, Phone: (780) 486 -6111 Q-11ty 0-M -d— N -t Lynlhu,.t FM 69711090 900111, FM 78421 (QS 9eo), Fr emt5, tta City: FM Mom, 3: F. spring.: n9 69408 S&a is a registered trademark. Made in USA. Printed in USA Product Data Sheet Edition 10.2005 Identification no. 161 Plastocrete 161 Plastocrete ®161 Water Reducing Admixture Description Plastocrete 161 is a lignin polymer -type water - reducing admixture. Pl as t oc r ete 1 m eets t h e r of ASTM C-494 Types A, B and D. Applications Plastocrete 161 is recommended for use in all applications where high quality concrete with superior workability is required. Advantages Plastocrete 161 water reducing admixture provides an economical and highly effective means of reducing the amount of mixing water required to produce concrete of a certain slump by acting as a dispersant for the cement particles in the mix. Through this dispersing action more of the surface area of the cement particles is available for early hydration. The more cement particles hydrated by contact with the mixing water, the greater the compressive strength of the concrete. Plastocrete 161 is formulated as a Type A water reducer to allow up to 10% water reduction and maximize the benefits of increased hydration in both the hardened and plastic states. ■ Reduced water content required to achieve desired slump, increases compressive and flexural strengths and allows the use of more economi- cal mixes. ■ Improved paste quality makes concrete easier to pump and finish. ■ Consistent normal setting times throughout the recommended dosage. • Lower water cement ratios provide decreased permeability and increased durability. • Plastocrete 161 does not contain intentionally added chlorides and will not initiate nor promote the corrosion of steel in the concrete. How to Use Dosage Dosage rates will vary depending on the material used, ambient conditions and the requirements of a specific project. For general concreting applications, Sika recommends a dosage rate between 2 -4 fl.oz. /100 lbs. (130 -260 mV100 kg) of cementitious materials for normal setting characteristics. Dosage rates of 4 -6 fl.oz. /100 lbs. (260 -390 ml /100 kg) of cementitious materials are recommended for applications where higher water reduction is needed as well as extended workability and prolonged setting times. Dosage rates outside the recommended range may be used where specialized materials such as microsilica are specified, extreme ambient conditions are encountered or unusual project conditions require special con- sideration. In this case please contact your local regional Sika office or Sika technical service department at 1 -800- 933 -7452 for further information. Mixing Plastocrete 161 is added at the concrete plant. Measure required quantity manually or by automated dispenser. Add into the water line at the batch plant or to the mixer at the end of the batching cycle. Combination with other Admixtures: Plastocrete 161 works effectively as a single admixture or in combination with other admixtures in the Sika System. When air entrained concrete is specified, Sika recommends the use of Sika air entraining admixtures. When used in combination with other admixtures, care must be taken to dispense each admixture separately into the concrete. Do not mix with dry cement. Packaging Plastocrete 161 is supplied in 55 gallon (208 liter) drums and bulk delivery. Storage and Shelf -life Plastocrete 161 should be stored at above 40 °F (5 °C). If frozen, thaw and agitate thoroughly to return to normal state before use. Shelf fife when stored in dry warehouse conditions between 50 °F and 80 °F (10 - 27 °C) is one year. Typical Data Appearance Dark Brown liquid Specific Gravity Approx. 1.2 Caution Skin and eye irritant; avoid contact. The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product. Use with adequate ventilation. Remove contaminated clothing. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant goggles/gloves/clothing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thoroughly with soap and water after use. Remove contaminated clothing and launder before reuse. First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. Dilute with water. Contact a physician. In all cases, contact a physician immediately if symptoms per Clean Up Use personal protective equipment (chemical resistant goggles /gloves/ clothing). Without direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in ac- cordance with applicable environmental regulations. KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION Ska %enants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Technical Data Sheet lf used as directed within shelf life. User determines suitability of product far intended use and assumes all risks. Buyer's sole remedy shall be limned to the purchase price or replacement of product exclusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESSED OR IMPLIED SHALLAPPLY INCLUDING ANY WARRANTYOF MERCHANTAB W TY,OR FITNESS FOR APARTICULAR PURPOSE. SKA SHALL NOT BE LIABLE HINDER ANY LEGAL THEORY FOR SPECIAL OR CONSECIUENTWL DAMAGES. SKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Sika Corporation 201 PoltoAverwe Lyndhurst, NJ 07071 Phone: (201) 933 -8800 Fax: (201) 933 -6225 www.sikaconstrucHon.com Sika Canada Inc. 601, Delmar Avenue Pointe-Clare, QC H9R 4A9 Phone: (514) 697 -2610 Fax: (514) 697 -3087 www.sika.ca 1-800- 933 -SIKA QUALITY :rt �CHIEVEMEN Regional Information and Sales Centers For the location of your nearest Sika mpresentative, contact your regional center. US.: North East Region: Fairless Hills, PA, Phone: (215) 295 -6800 North Central Region: Marion, OH, Phone: (800) 851 -1545 South East Region: Conyers, GA, Phone: (770) 760 -1300 South Central Regan: Mesquite, TX, Phone: (972) 2898480 Western Region: Santa Fe Springs, CA, Phone: (562) 903 -3650 Canada: Ontario: Mississauga, ON, Phone: (905) 795 -3177, Alberta: Edmonton, A8, Phone: (780) 486-8111 Q.MAV Certfl —can Numtern: Lynd M: FM 69711090 80001, FM 70421 (QS 90001, Main: FM W71M Kassa aty: 716 69107, Seib Fe Wren: [M 69408 Ska and Plastorage are ragistered trademarks. Made in USA. Printed in USA Product Data Sheet Edition 10.2005 Identification no. 100 -54 Plastiment Plastiment® Water Reducing and Retarding Admixture Description Plastiment is a water - reducing and retarding admixture. Plastiment meets the requireme o A C -494 Typ B a nd D. Applications Plastiment is recommended for use whenever high quality concrete with pre- dictable and controlled set times is desired. Use in flatwork and horizontal or vertical slipform placements where a superior surface finish is r equ i red. Advantages Plastiment is highly effective in hot weather concreting to offset the accelerat- ing effects of high ambient temperatures by slowing the hydration reaction and controlling the hydration heat. Concrete workability is enhanced and a supe- rior surface finish is obtained. In mass concrete pours Plastiment controls temperature rise and reduces the risk of thermal cracking. • Initial set times are delayed, allowing time for proper placement and fin- ishing without cold joints in hot weather conditions. • Plastiment increases concrete density and delivers increased early and ultimate, compressive and flexural strengths. ■ For flatwork applications Plastiment acts as a finishing aid, workability is improved, bleeding is controlled and a superior surface finish is obtained. ■ Lower water cement ratios provide decreased permeability and increased durability. ■ Plastiment can be used to retard concrete during the hot weather con - crating. Refer to ACI 305R Hot Weather Concreting for more information. Plastiment does not contain calcium chloride or any other intentionally added chlorides. How to Use Dosage Dosage rates will vary depending on the material used, ambient conditions and the requirements of a specific project. For general concreting applications, Sika recommends a dosage rate between 2-4 fl. oz. /100 lbs. (130 -260 ml /100 kg) of cementitious materials. Where extended retardation is required dosage may be increased. Dosage rates outside the recommended range may be used where specialized materi- als such as microsilica are specified, extreme ambient conditions are encoun- tered or unusual project conditions require special consideration. In this case please contact your local regional Sika office or Sika technical service department at 1-800- 933 -7452 for further information. Mixing Add Plastiment at the concrete plant. Measure required quantity manually or 601, Delmar Avenue by automated dispenser. Add into the water line at the batch plant or directly Pointe-Claire, QC H9R 4A9 into the concrete at the end of the mixing cycle. Phone: (514) 697 -2610 Combination with other Admixtures: Plastiment works effectively as a Fax: (514) 697 -3087 www.slka.ca single admixture or in combination with other admixtures in the Sika System. When used in combination with other admixtures, care must be taken to dis- pense each admixture separately into the mix. Do not mix with dry cement. Packaging Plastiment is supplied in 55 gallon (208 liter) drums and bulk delivery. Storage and Shelf -life Plastiment should be stored at above 40 °F (5 °C). If frozen, thaw and agitate thoroughly to return to normal state before use. Shelf life when stored in dry warehouse conditions between 50 °F and 80 °F (10 °C- 27 °C) is one year. Typical Data Appearance Flourescent Green Brown liquid. Spe G r a vity Approx. 1.2 Caution Skin and eye irritant; avoid contact. The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product. Us with adequate v e n tilation. Re contami clothing. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant goggles /gloves/clothing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thoroughly with soap and water after use. R cont cl othing a n d l aunde r be for e r euse. First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. Dilute with water. Contact a physician. In all cases, contact a physician immediately if symptoms persist. Clean Up Use personal protective equipment (chemical resistant goggles/gloves/cloth- ing). Without direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in accor- dance with a pplicable e nvironmental r KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION Ska warrants this product for one year from data of installation to be free from manufacturing defects and to meet the technical properties on the currant Technical Data Sheet t used as directed within shelf 1W User determines suiablity of product for intended use and assumes all risks. Buyer's sole remedy shall be united to the purchase price or replacement of product exclusive of labor or cost of labor. NO OTHER YIIARRANTIES EXPRESSED OR UPL.IED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Slka Corporation 201 PoitoAvenue Lyndltxst, NJ 07071 Phone: (201) 9338800 Fax: (201) 9336225 www.sikaeonstnwdon.com Sli Canada krc. 1-800- 933 -SIKA QUALITY 601, Delmar Avenue Pointe-Claire, QC H9R 4A9 Phone: (514) 697 -2610 a Fax: (514) 697 -3087 www.slka.ca � Regional Irfonnation and Sales Centers For the location of your nearest Sika representative, contact your regional center. U.S.: North Fast Region: Fairless Hils, PA, Phone: (215) 295 -6600 North Central Region: Marion, OH, Phone: (800) 851 -1545 South East Region: Conyers, GA, Phone: ( 770) 760 -1300 South Central Region: Mesquite, TX, Phone: (972) 289-6480 Western Region: Santa Fe Springs, CA, Phone: (562) 903 -3650 Canada: Ontario: Mississauga, ON, Phone: (905) 795 -3177, Alberta: Edmonton, AB, Phone (780) 486.6111 QuAly certification Nanben: Lyndhurst: FM 69711 (I1r0 9000), FM 76121 (QS 9000L Mahn: FM 69715, Ka Qty: M 69107, Santa Fe Springs: FM 69405 Siva and Plastenent are registered trademarks. Madam U3A Printed in U&0.. LMC MATERIAL SAFETY DATA SHEET Lattimore Materials Corp. P.O. Box 2469 Addison, TX. 75001 (972) 221 -4646 (972) 529- 3546fax www.lmcbccom SECTION 1— CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Product Name: CAS No: Product Use: Product Code: Chemical Family: Chemical Name and Synonyms: Formula: Supplier /Manufacturer: Emergency Contact Information Ready Mix Concrete, Pre -Mixed Concrete, Transit Mixed Concrete, Grout. MSDS covers all Concrete Mix Designs prepared by LMC. N/A Ready Mix Concrete is a structural component used in structural and civil engineering. N/A N/A This product consists of Portland cement, flyash, sand, aggregate, and ad mixtures, individual compositions of constituents will vary within the mix design ranges. Lattimore Materials Corp. Lattimore Materials Corp. ES &H Department (972) 221 -4646 SECTION 2 — COMPOSITION /INFORMATION ON INGREDIENTS Ready Mix Concrete Ingredients & Their Exposure Limits: Current ACIH TLV for 8 hour Exposure Chemical Entity /Ingredient CAS No: Percentage of Mix Total Dust (Mass) mg/m' Respirable Dust (Mass) mg/m' Crushed stone or gravel 0 to 60 10 m m' 5 mg/m' Sand 1 to 50 10 mg/m' 5 mg /m' Portland Cement 65997 -15 -1 1 to 25 10 mg/m' 5 mg/m' Water Fly Ash 1 to 25 10 mg/m' 5 mg /m' Crystalline Silica 14808 -60 -7 2 mg/m' 0.05 mg/m' Note: Cement, sand and gravel may contain 0.1% - 60% crystalline silica (CAS No. 14808 -60 -7) depending on the proportion and crystalline silica content of the ingredients. All ingredients may contain crystalline silica. Wet stage poses no risk or hazard. April 2011 Ready Mix Concrete Page 1 of 7 MATERIAL SAFETY DATA SHEET SECTION 3 — HAZARD IDENTIFICATION Emereencv Overview: Concrete is alight gray fluid mixture that poses an immediate hazard to eye tissue. Exposure of sufficient duration to wet concrete can cause serious, potentially irreversible tissue (skin or eye) destruction in the form of chemical (caustic) burns, including third degree burns. If footwear or clothing becomes saturated with wet concrete, remove immediately and wash area with water and mild soap. Do not allow prolonged contact. Potential Health Effects: Relevant routes of exposure are: • EYE CONTACT and SKIN CONTACT: Effects Resulting from EYE CONTACT: Exposure to wet concrete may cause immediate or delayed irritation or inflammation. Eye contact by splashes or wet concrete may cause effects ranging from moderate eye irritation to chemical burns and blindness. Such exposures require immediate first aid and medical attention to prevent significant damage to the eye. Effects Resulting from SKIN CONTACT: Discomfort or pain cannot be relied upon to alert a person to a hazardous skin exposure. Consequently, the only effective means of avoiding skin injury or illness involves minimizing skin contact, particularly contact with wet concrete. Exposed persons may not feel discomfort until hours after the exposure has ended and significant injury has occurred. Exposure to moist or wet concrete may cause more severe skin effects including thickening, cracking, fissuring of the skin. Prolonged exposure can cause severe skin damage in the form or (caustic) chemical burns. Effects Resulting from INHALATION: Concrete may contain amounts of crystalline silica. Prolonged exposure to respirable free crystalline silica may aggravate other lung conditions. It may also cause delayed lung injury including silicosis, a disabling and potentially fatal lung disease, and /or other diseases. (Also see "Carcinogenic Potential' below.) Respirable exposure to silica in concrete may occur only if concrete is drilled, cut, ground or polished. Exposure to concrete dust may cause irritation to the moist mucous membranes of the nose, throat, and upper respiratory system. The dust may also leave unpleasant deposits in the nose. Effects Resulting from INGESTION: Not Applicable April 2011 Ready Mix Concrete Page 2 of 7 MATERIAL SAFETY DATA SHEET • Chronic Effects Some individuals may exhibit an allergic response upon exposure to ready -mix concrete. The response may appear in a variety of forms ranging from a mild rash to severe skin ulcers. Persons already sensitized may react to their first contact with the product. Others may first experience this effect after years of contact with ready -mix concrete. Minimizing contact with skin is the basic protection to reduce this exposure. • Carcinogenic Potential Ready Mix Concrete is not listed as a carcinogen by NTP, OSHA, or IARC. It may, however, contain trace amounts of substances listed as carcinogens by those organizations. Crystalline silica, a potential trace level contaminant in Portland cement, is found in the aggregate components in varying percentages and is classified by IRAC as a known human carcinogen (Group 1). NTP has characterized Respirable silica as "reasonably anticipated to be [a] carcinogen ". • Medical Conditions That May Be Aggravated By Inhalation or Dermal Exposure: — Pre - existing upper respiratory and lung diseases. — Previous exposure to dust from hardened product. — Unusual or (hyper) sensitivity to hexavalent chromium (chromium ( +6)) salts. SETION 4 — FIRST AID MEASURES • Eyes Immediately flush eyes thoroughly with water. Continue flushing for 15 minutes, including under the lids, for at least 15 minutes. Seek medical attention immediately. • Skin Wash skin with water and pH neutral soap or mild detergent intended for use on skin. If clothing or footwear is saturated remove immediately and wash area with water and mild soap. If contact has been severe enough to cause reddening or actual burns to skin, place sterile bandage on area and seek medical attention. • Inhalation In wet form, concrete cannot be inhaled. • Ingestion In wet form, concrete is unlikely to be ingested. If concrete enters mouth, wash out with water immediately. Seek medical attention if any burning sensation or actual burns occur. April 2011 Ready Mix Concrete Page 3 of 7 MATERIAL SAFETY DATA SHEET SECTION 5 — FIRE EXPLOSION DATA / FIRE FIGHTING MEASURES Flammability: Not Flammable. Flash Point: Not Applicable. Lower Explosive Limit: Not Applicable. Upper Explosive Limit: Not Applicable. Auto Ignition Temperature: Not Applicable. Sensitivity To Static Discharge: Not Applicable. Sensitivity To Impact: Not Applicable. Extinguishing Media: Not Applicable. Special Fire - Fighting Procedures: None. Hazardous Combustion Products: Not Applicable. Unusual Fire And Explosion Hazards: Not Applicable. SECTION 6 — STABILITY AND REACTIVITY Stability: Stable Incompatibility: Portland cement reacts with water to produce a caustic solution, pH 12 to pH 13. Wet concrete is alkaline. As such it is incompatible with acids, ammonium salts, and aluminum metal. Aluminum powder and other alkali and alkaline earth elements will react in wet mortar or concrete, liberating hydrogen gas. Concrete dissolves in hydrofluoric acid producing corrosive silicon tetrafluoride gas. Silicates react with powerful oxidizers such as fluorine, chlorine and trifluorides, and oxygen difluoride. Hazardous Decomposition: Will not occur Hazardous Polymerization: Will not occur SECTION 7 — HANDLING AND STORAGE Normal temperatures and pressures do not affect the material. Promptly remove dusty clothing or clothing which is wet with concrete fluids and launder before reuse. Wash thoroughly after exposure to dust or wet cement mixtures or fluids. Ready Mix Concrete is premixed at a plant or in a truck mixer drum and delivered to the end user in semi -fluid state ready to be placed to set in final form. SECTION 8 — EXPOSURE CONTROLS / PERSONAL PROTECTION Eve Protection: Safety glasses with side shields, or goggles, should be worn when engaged in activities where cement dust, wet cement, or concrete could contact the eye. In extremely dusty environments and unpredictable environments, wear unvented or indirectly vented goggles to avoid eye irritation or injury. Contact lenses should not be worn when working with ready mix concrete or fresh concrete products. Skin Protection: Prevention is essential to avoid potentially sever skin injury. Avoid contact with unhardened (wet) concrete products. If contact occurs, promptly wash affected area with soap and water. Wear impervious clothing and gloves to eliminate skin contact where prolonged exposure to unhardened ready mix concrete products might occur. Wear boots that are impervious to water to eliminate foot and ankle exposure. If standing in wet concrete rubber boots must be worn to prevent injury. April 2011 Ready Mix Concrete Page 4 of 7 MATERIAL SAFETY DATA SHEET Wet concrete may splash into open boot tops and saturate socks and remain in contact for a lengthy period of time. Prevention is to ensure that boots are fully laced up. Do not rely on barrier creams; barrier creams should not be used in place of gloves. Periodically wash areas in contact with dry portland cement, wet cement, or concrete fluids with a pH- neutral soap. Wash again at the end of workday. If irritation occurs, immediately wash the affected area and seek treatment. Clothing saturated with wet concrete should be removed immediately and replaced with clean, dry clothing. Do not allow clothing saturated with wet concrete to remain in contact with skin for any period of time. Respiratory Protection: Avoid actions that cause dust to become airborne. Use local or general ventilation to control exposures to below applicable exposure limits. Use NIOSH /MSHA- approved (under30 CFR 11) or NIOSH- approved (under 42 CFR 84 after July 10, 1998) respirators in poorly ventilated areas, if an applicable exposure limit is exceeded, or when dust causes discomfort or irritation. Ventilation Use local exhaust or general dilution ventilation to control exposure within applicable limits. SECTION 9 — PHYSICAL AND CHEMICAL PROPERTIES Appearance: Odor Threshold: PH (as a solid): Solubility In Water: Vapor Density: Freezing Point: Specific Gravity (H 1.0): Coeff. Water /Oil Dist.: Gray fluid /hydraulic mixture Odor: Not applicable. Not applicable. Not applicable. Not applicable. Not applicable. 3.15 Not applicable. Physical State: PH: Vapor Pressure: Boiling Point: Melting Point: Evaporation Rate No distinct odor. Solid (powder). 12 to 13 Not applicable. Not applicable. (i.e., >1000 ° C). Not applicable. Not applicable. SECTION 10 — TOXICOLOGICAL INFORMATION Effects Of Acute Exposure: Wet concrete mixtures can dry the skin, cause alkali burns, and irritate the eyes and upper respiratory tract. Ingestion can cause irritation of the throat. Effects Of Chronic Exposure: Dust from concrete can cause inflammation /irritation of the tissue lining the interior of the nose and the cornea (white) of the eye. SECTION 11— ECOLOGICAL INFORMATION Ecotoxicity: No recognized unusual toxicity to plants and animals. April 2011 Ready Mix Concrete Page 5 of 7 MATERIAL SAFETY DATA SHEET SECTION 12 — DISPOSAL CONSIDERATIONS Dispose of waste material according to local, provincial, state, and federal regulations. (Since set concrete is stable, allow material to harden). Dispose in an approved landfill. SECTION 13 — TRANSPORT INFORMATION Hazardous Materials Description: Ready Mix Concrete is not hazardous under the TDG Act Proper Shipping Name: (Canada) or DOT regulations (USA) Hazard Class: Not applicable. Identification Number: Not applicable. Required Label Text: Not applicable. Hazardous Substance /Reportable Quantities (RO): Not applicable. SECTION 14 — REGULATORY INFORMATION Status under USDOL -OSHA Hazard Communication Rule, 29 CFR 1910.1200: Ready Mix Concrete is considered a "hazardous chemical" under this regulation and should be part of any hazard communication program. Status under CERCLA/Superfund. 40 CFR 117 and 302: Not listed. Hazard Category under SARA (Title III). Sections 311 and 312: Ready Mix Concrete qualifies as a "hazardous substance" with delayed health effects. Status under SARA (Title III). Section 313: Not subject to reporting requirements under Section 313. SECTION 15 — REGULATORY INFORMATION (CONTINUED) Status under TSCA fas of May 19971: Some substances in Ready Mix Concrete are on the TCSA inventory list. Status under the Federal Hazardous Substance Act: Ready Mix Concrete is a "hazardous substance" subject to statutes promulgated under the subject act. Status under California Proposition 65: This product contains chemicals (trace metals) known to the State of California to cause cancer, birth defects, or other reproductive harm. California law requires the manufacturer to give the above warning in the absence of definitive testing to prove the defined risks do not exist. Status under Canadian Environmental Protection Act: Not listed. April 2011 Ready Mix Concrete Page 6 of 7 MATERIAL SAFETY DATA SHEET Status under WHMIS: Portland cement is considered to be a hazardous material under the Hazardous Products Act as defined by the Controlled Products Regulations and is therefore subject to the labeling and MSDS requirements of the Workplace Hazardous Materials Information System (WHMIS). This product has been classified in accordance with the hazardous criteria of the CPR and the MSDS contains all the information required by the CPR. SECTION 16 — OTHER INFORMATION Other Important Information: Concrete should only be used by knowledgeable persons. Vital to using the product safely requires the user to recognize that Portland cement chemically reacts with water and that some of the intermediate products of this reaction, during the setting stage, are the cause of the hazards when handling this product. While the information provided in this material safety data sheet is believed to provide a useful summary of the hazards of concrete, as it is commonly used, on cannot anticipate and provide all of the information that might be needed in every situation. Inexperienced product users should obtain proper training before using this product. The data furnished in this sheet does not address hazards that may be posed by other materials mixed with concrete. Users should review other relevant material safety data sheets before working with concrete or working with products containing Portland cement. No representations or warranties with respect to the accuracy or correctness of this information, or of any kind or nature whatsoever are given, made, or intended by Lattimore Materials Corp. No legal responsibility whatsoever is assumed for this information, or for any injuries or damages, however caused, which may result from the use of this information. This information is offered solely for informational purposes and is subject to your own independent investigation and verification. April 2011 Ready Mix Concrete Page 7 of 7 4ug -29 -2011 04 37 PM LEHIGH HANSON 972- 266 -7584 5/8 !a2 Section: 6 Pressure `lapping Subject: t PIne & Pmducft, Inc. Site Requhtments Page: 2 Data: 10/1/99 F Pipeline Y � G1111R11' Valve Support 1 � 7 ft. TAP SIZE~ $/ to 2P " Machine Weight 40 lb. Air - x.25 CFM at psi. r SAP 81ZE 20" to 60" Machine Weight 7,000 lb. (Lifting equipment Must be able to lift machine 8 feet above ground level.) Air -125 CFM at 126 psi. TAP � to 18" Machine Weight 1,000 lb. Air -126 CFM at 126 psi. 3 ft, behind pipe when installing halfback saddles. Pipeline EH upport ermanent a(ve 20 ft. N Y� 1 ti r ti w 12 ft. NOTE: - All excavations shown on this page have minimum dimensions. - Excavate one foot under pipeline for all taps, Hanson personnel are not permitted to enter excavations which do not meet Occupational Safety and Health Administration (OSHA) Safety standards. A!! AP JOHNSON COUNTY PIPE, INC. An American Owned Company October 20, 2011 CERTIFICATE OF CONFORMANCE KCK Utility Construction 103 N. Allen Drive Allen, TX 75013 Re: Old Town Coppell & Bethel Road Infrastructure Improvements Coppell, TX 18" thru 48" Class 3 Reinforced Concrete Tongue & Groove Pipe This is to certify that the reinforced concrete pipe meets or exceeds the requirements of ASTM specifications C76, C506, C507, C655 and precast concrete box culvert meets or exceeds the ASTM specifications for C1433 -03 (and /or C789 -98 or C850 -98) for the class or D -load of the pipe manufactured by Johnson County Pipe, Inc. for the above referenced job. Bruce Anson Project Coordinator 800 CR 209, P O Box 1588 Alvarado, TX 76009 (817)783 -3444 fax (817)783 -6002 Johnson County Pipe, Inc. MATERIAL SAFETY DATA SHEET for Johnson County Pipe Material Identity (Trade Names): Concrete Pipe and Box Hazardous Polymerization: Not known to occur Route(s) of Ent Inhalation? yes Skin? no Ingestion? yes He alth Hazards: Sawing or grinding may result in release of dust partic which ma cau minor irritation of the eyes or nose. Chronic Effects: Result in lunq disease (Silicosis) if exposed to excessive amounts for prolonged periods. Page 1 of 2 Carcinogenicity: NTP IARC Monographs OSHA Regulated no no no Signs and S m toms of Exposure: Irritation of the eyes and nose, shortness of b reath. Medical Conditions Generally Aggravated by Exposure: Pre - existing lung disease such as Emphys or Asthma. Emergency and First -Aid Procedures: Eyes: Flush eyes generously with water for 15 minutes. If irritation persists, contact a physician. Inhalation of Dust: Remove exposed person to fresh air and support breathing as needed. Consult a physician immediately if irritation persists. Steps to Be Taken in Case Material is Released or Spilled: Sweep up and discard. Waste Disp osal Method: Dispose of as common waste. Preca utions to Be Taken in Handling and Storing: None Precautions: Wear NIOSH approved respirator and tight fitting goggles when sawing or gn ding. Resiratory Protection: NIOSH approved particulate respirator. Ventilation: I Local Exhaust: I Other: I Mechanical (General): In confined area. Skin Protection: E e Protection: Tight fitting safety goggles. _ O ther Protective Clothing or Equipment: None Work /Hvaienic Practices: N/A Disclaimer: The information contained in this Material Safety Data Sheet is based on technical data that the company believes to be accurate. Page 2 of 2 CC) (D O C) N 0 O W O x rn W (b D G N d Cl O --I X J rn O O W W 00 W W W -P x X (A J OD W W rn O O N --- ^ 0 lJ J C m m z 0 T G) N 0 0 m m z 0 C_ 0 z D / U) v J m co r 1 p D W .. A J co J N CA rn G) O U1 A A m A N co O co rn W W W O N J N A N w m O (n N ' Oo Q7 J J rn (n (h A A W ( W W W N N N C C m w �w W w - •- D P A A-P N N �ZN P A r r (D co J J m Cn CT -P A Cl) Cl) W N N N --� O .P J O 4 J — Ut N J (P N CD Ot N CO CA N (!) 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(n , O N N O O A N 1 1V Cn ° O -� O O W ° Cn U7 J N j O OA m Cn W A rn N N -� -' O Oo OD J rn O) Cn A A -P W W w N IV W -P J O N Cn Oo J 4P O J W O m W CD _ Q N N N N N N N N N O (n m (n Ot Cn Ut -� s -� -' > (/) 00 W 00 C_ cn wcocow N � rn rn rn rn n fl z y � 4 b b rn C) A ic m z cn O z O ,Z7 n - o C- 0 z —i Ln (1) C7 m D D V) ;u N m D D ID Wall WT Length * JT O.D. Wt . (Ibs /ft.) 12" B 2 " 4' -0" 6' -0" 8 ' -0 11 2 16" 96 15" B 21 /4 11 4' -01 6' -0" 8 , -0 „ 21 /4" 191 /2" 128 18" B 21/2" 4' -0" 6' - 0 " 8 - 011 21/2" 23" 168 21" B 23/4-, 4' -0" 6' -0" 8 ._ 0 .. 2 3/4" 261/2" 214 24 11 B 3 " 4' -0" 61-011 8 ' -0 11 3 30" 265 27" B 31 /411 414 6'-0" 8 ,_ 0 ,- 31 /4" 331 /2" 322 30" B 31/2 " 4 ' -0 '� 6' -0" 8 1 .0 ,, 3 1/2" 37" 384 * PIPE LENGTHS ARE ONLY AVAILABLE AS SHOWN. 0 0 o - 21 JT LENGTH LARGER PIPE ONLY Note: • All Pipe conforms to current ASTM C -76 Specifications for reinforced concrete pipe. -- JT Vf Standard RCP Joint 12" to 30" Diameter JOHNSON COUNTY PIPE, INC. SCALE NTS DR. BY: CEH An An-kan Owned Co.npaay 800 OR 209- ALVARADO.TX76009 DATE: 06/26/09 CK. BY: PH: (817) 783. 3444 - FAX (817) 783 -6001 J D H JCP — 00ox ID Wail WT Length * JT O.D. Wt . (lbs /ft.) 33" B 3 34" 4' -0" 6' -0" 8 ._ 0 .. 31 /2" 40 1/2" 451 36 B 4 11 -0 6' -0" 8 �_ 0 �� 2 31/32" 44" 525 42" B 41/2" 4 ' -0 " 6' -0" 8 ,_0-, 4" 51" 686 48" B 5" 4' -0" 6' -0" 8,_0-, 41 /4 11 58" 870 54" B 51 / 2 -, 4' -0" 6' -0" 8 ,_ 0 „ 41 /2" 65" 1,075 60" B 6" 4'-0" 6 -0" 8' -0" 5 " 7211 1,295 66" C 71 / 4 ., 4' -0" 6' -0" 8 -_ 0 -, 51 /2" 80 1/2" 1,568 72" C 7314-, 4' -0" 6' -0" 8 ' -0 ,- 51 /2" 87 1/2" 1,840 78" C 8114" 4 ' -0 " 6' -0 8 ,_ 0 ,- 6" 941 /2" 2,125 84" C 8314-, 4' -0> 6' -0" 8' - 0,, 61/8" 101 1/2" 2,410 * PIPE LENGTHS ARE ONLY AVAILABLE AS SHOWN. N JT Note; • All Pipe conforms to current ASTM C -76 Specifications for reinforced concrete pipe. Imo_ ON 27" AND LARGER PIPE ONLY Standard RCP Joint 33" to 84" Diameter JOHNSON COUNTY PIPE, INC. SCALE: NTS DR. BY: CEH SHEET N A,, amedcm 0 —ad company 800 CR 209 -ALVARADO, TX 76009 DATE: 8j CK. BY: JCP — 00ox PH; (617)183-3444 - FAX: (817) 7836002 LENGTH O - Plan view NOTE; 1. STANDARD WYE ANGLES ARE 45' AND 60'. &� Standard RCP Lateral 12" to 84" Diameter JOHNSON COUNTY PIPE, INC. SCALE NTS DR. BY: CEH SHEET NUMBER 800 An Amen` n Dw WC.,p.ny CR209- ALVARAOO,TX78009 DATE: 8/11/06 CK. BY: JCP - OOOX PH: (817) 783 -3444 - FAX (817) 7838002 ON BOTH SIDES OF 27" AND LARGER RCP Standard Joints and Gaskets �w Standard Joints and Gaskets Product Description The shape and material used to produce standard joints and gaskets is based on specific applications. The most frequently used gasket materials include polyisoprene and oil resistant neoprene. Standard gasket shapes include round 0 -Ring and truncated D -Ring joints. Custom shapes are manufactured to meet specific project standards and requirements. Uses /Applications Standard joints and gaskets are used in concrete pipe projects. Specifications ASTM C 478 standard specifications for precast reinforced concrete manhole sections AASHTO M 199 standard specifications for precast reinforced concrete manhole sections ACI Standard 318 building codes, requirements for reinforced concrete ASTM C. 478 standard specifications for precast reinforced concrete manhole sections AASHTO M 199 standard specifications for precast reinforced concrete manhole sections ACI Standard 318 building codes, requirements for reinforced concrete Complementary /Accessory Products Other specialty materials can be used to make Rinker Materials gaskets when specified. Product Technical Information Product .p. rawiig Tools exist for this product Where to Purchase Pagel of 2 http: / /www.riiilccrmate.rials. com/ ProdsServices/ ConeretePipe lCP_StdJointsGaskets. shtml 6/9/2006 04106/2006 13:24 iT175367003 DELTA PIPE 1752 PAGE 02 INSTALLATION GUIDE YI on AR Slip gasket over OM LEX® H, ELLIPTICAL & ROUND PIPE and position it against shoulder as shown (a). Couple up. WARN/1M: OM1V1I E x® contains thousands of reibberized air cells, which may loose their effectiveness it crushed. It is crucial to maintain the joint gaps, below: Place gasket 6n tongue for bast 1 00 11 raffn 1 resistance, "OUTER JOINT GAP" applies ._ GASKET SIZES AS (JQIJ� T CAP MANGE) ?RINTEDON PARTS Mft * MA& 318"X 3/8" 0`18" 3/4" 1/2" X 3 /8 11 /8" /8" 7/8 3/4" x 3 /13" 1" 1/2" x 1/2" /2" 1 -1/8" 3/4" x 1/2" /2" 1 -1/4" 7/8" x 1/2" /2" 1 -1/4" 1 - 1/8 0 'x 1/2" /2" 1 -3/3" 1 12 " x 3/4 ", ;14" 1 -1/2" 5/8" x 3/4" X 3 /4" 1 -1/2" 3/4" x 3/4" X 3/4" 1 -5 /8" 7/8" x 3/4" W4" 1 -518" t Smaller gaps may be required for fluid hi DALLAS /FT WORTH 4624 MLK Fwy, Ste, 200 Fort Worth, TX 76119 PH. 817.3964214 FAX: 817 - 536 -7003 OUTER JOINT GAP \ INNER JOINT CAP Place gasket in groove for beet a til ration resistance. "INNER JOINT GAP" applies II - MATERJALS DELTA PIPE PRODUCTS 1827 Oakbrook Pkwy. Gafneevilla, GA 30507 PH; 770-M -9403 FAX: 770 - 718.1851 ■ MATERIALS° Concrete Pipe Division Gaskets 0 -Ring Profile Uses Storm drains, culverts, storm sewers and sanitary sewers, Specifications Profile ASTM C 361 Standard Specification for Reinforced Concrete Low -Head Pressure Pipe. ASTM C 443 Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets. AWWA C 302 Reinforced Concrete Pressure Pipe, Noncylinder Pipe. The Concrete Pipe Division uses a wide variety of gasket materials and shapes for the various products manufactured, The material can vary from the standard isopropylene to oil resistant neoprene and various other specialty materials. The shapes can vary greatly depending upon application, from the round 0 -Ring, to various profile shapes . Special shapes can also be obtained to meet varying application requirements. Rinker 025