03 33 00 - 008 - PVC Waterstop - Garney Construction

More documents

Recommendations

Info

2. Non Shrink Non Metallic Grout: Pre mixed, non-staining, non-shrink grout; minimum 28-day compressive strength of 5000 psi.a. Do not use for vibrating equipment.b. Products:1). Masterflow 713 Plus by BASF The Chemical Company.2). Five Star Grout by Five Star Products, Inc.3). SikaGrout 212 by Sika Corporation.3. Non Shrink Epoxy Structural Grouts: Furnished in two components from the factory andmixed on the job site; conforming to ASTM C579, ASTM C580, and ASTM C827; chemicalresistant, water resistant and a minimum 7-day compressive strength of 12,000 psi.a. Use for vibrating equipment.b. Products:1). Sikadur 42, Grout-Pak by Sika Corporation.2). Five Star HP Epoxy Grout by Five Star Products, Inc.3). Masterflow 648 CP by BASF The Chemical Company.E. Normal Shrinkage Grout: 1 part Portland cement, Type I, to 3 parts of clean, first qualitysand; proportioning on a volumetric basis; used for non-structural applications for groutingareas as shown on the plans which do not require non-shrink grout.F. Foundation Waterproofing: Thoroseal Foundation Coating as manufactured by ThoroSystems Products. Foundation coating shall be used only on the exterior of concrete wallsnot exposed to view where indicated on the drawings.G. Zinc Rich Primer: Aluminum surfaces which contact or are embedded in concrete shall becoated with zinc rich primer. Primer shall be Tneme-Zinc.2.08 REPAIR MATERIALSA. Structural Concrete Repair Material: Non-shrink, non-slump, non-metallic, quick settingpatching mortar; as approved by the manufacturer for each application and appliedaccordance with the manufacturer’s recommendations.1. Products:2.09 CONCRETE MIXTURESa. Sikatop 123 by Sika Corporation.b. Five Star Structural Concrete by Five Star Products, Inc.A. Design Criteria:1. Concrete shall be composed of Portland cement, fine aggregate, coarse aggregate,admixtures and water, as specified. All Class A and C concrete shall include high rangewater reducer (HRWR).Cast-In-Place Concrete 03 30 00 - 10CMD11269 – Ward County Transmission System Expansion – Contract C6 – Below Slab TPS, OPS, and WPS
2. ACI 211.1 shall be the basis for selecting the proportions for concrete made withaggregates of normal and high density and of workability suitable for usual cast in placestructures.3. The design of the concrete shall be consistent with the minimum requirements ofstrength and proportions stated herein and in accordance with ACI Standard 211.1“Standard Practice for Selecting Proportions for Normal, Heavyweight, and MassConcrete,” subject to maximum water cement ratio, minimum cement content andminimum strengths specified.4. The workability of any mix shall be as required for the specific placing conditions and themethod of placement. The concrete shall have the ability to be worked readily intocorners and around reinforcing steel without the segregation of materials or thecollection of free water on the surface. Compliance with specified slump limitationsshall not necessarily designate a satisfactory mix.5. In no case shall the amount of coarse material produce harshness in placing orhoneycombing in the structure, when forms are removed.6. The maximum amount of coarse aggregate (dry loose volume) per cubic foot of finishedconcrete shall not exceed 0.82 cubic feet.7. The maximum amount of water includes the water in the aggregate, with theaggregates in a saturated, surface-dry condition.8. The maximum water content shall be the amount added at the mixer, plus the freewater in the aggregate, and minus the absorption of the aggregate based on a 30-minute absorption period. No allowance shall be made for the evaporation of waterafter batching. If additional water is required to obtain the desired slump, acompensating amount of cement shall also be added. In no case shall the maximumwater cement ratio exceed the specified maximum or that of the approved mix design.No additional compensation shall be made for additional cement.9. If fly ash is to be used in place of cement, no more than 20 percent of the cement maybe replaced.10. Concrete of 3000 psi or stronger shall contain air entraining admixtures with theexception of drilled shafts. However, drilled shafts shall also contain air-entrainingadmixtures if fly ash is used or if placed underwater.11. When job conditions dictate, water-reducing and set-controlling admixtures may beused. Only specified admixtures shall be used. Admixtures shall be batched at thebatch plant.12. Concrete shall be capable of developing two-thirds of the required 28-day compressivestrength in 7 days.Cast-In-Place Concrete 03 30 00 - 11CMD11269 – Ward County Transmission System Expansion – Contract C6 – Below Slab TPS, OPS, and WPS
Page 1 and 2: Garney Construction785 E WarrenGard
Page 3 and 4: 03 30 00 CAST-IN-PLACE CONCRETE1.00
Page 5: 1.06 STANDARDSA. Mixing, sampling,
Page 9 and 10: 2.03 ADMIXTURESA. Air Entraining Ad
Page 11: D. Finishing Aid: Spraying material
Page 15 and 16: . If field test data are available
Page 17 and 18: B. The mixing time for stationary m
Page 19 and 20: 3. Armored Joints: Carefully constr
Page 21 and 22: 1. If air temperature is at or belo
Page 24 and 25: 5. Provide one vibrator (powered pn
Page 26 and 27: No FinishSmooth FinishSurfaces whic
Page 28 and 29: necessary and acceptable under the
Page 30 and 31: ecommendations of patching material
Page 32 and 33: END OF SECTIONCast-In-Place Concret
Page 34 and 35: Choose The Right WaterstopWaterstop
Page 36 and 37: G r e e n s t r e a k P V C W a t e
Page 38 and 39: Ribbed with Centerbulb / Tear Web70
Page 40 and 41: Base Seal / Crack Inducer776 STD. W
Page 42 and 43: R e t r o f i t / S p e c i a l A p
Page 44 and 45: Strip Applied Waterstops And Inject
Page 46: PVC Waterstop Installation GuideSpl

03 33 00 - 008 - PVC Waterstop - Garney Construction

Create successful ePaper yourself

Delete template?

Save as template?