Letter of Transmittal

Transcription

1 3710 QUINCY AVENUE OGDEN, UT Ph : (801) Letter of Transmittal To: GEN ARCHITECTS, INC SW MORRISON ST, SUITE 800 PORTLAND, OR Ph: (503) Fax: (503) Subject: Submittal - General Concrete Transmittal #: 4 Date: 9/1/2010 Job: WHISPERING SANDS APARTMENTS WE ARE SENDING YOU Shop drawings Copy of letter Attached Prints Change order Under separate cover via the following items: Plans Samples Specifications Submittal Document Type Submittal Copies Date No. 1 9/1/ Rev Description GENERAL CONCRETE THESE ARE TRANSMITTED as checked below: For approval For your use As requested For review and comment FOR BIDS DUE Approved as submitted Resubmit copies for approval Approved as noted Submit copies for distribution Returned for corrections Return corrected prints Other PRINTS RETURNED AFTER LOAN TO US Remarks: Copy To: FOR YOUR APPROVAL. THANK YOU. From: BRIAN VAN GORP (KIER CONSTRUCTION CO Signature: If enclosures are not as noted, kindly notify us at once. Page 1 of 1

2 3710 QUINCY AVENUE OGDEN, UT Ph : (801) Submittal Job: WHISPERING SANDS APARTMENTS 300 SANDHILL ROAD PAGE, AZ Package No: Spec Section No: Revision No: 0 Sent Date: 9/1/2010 Spec Sections Included: Spec Section Title: Submittal Title: Sub/Supplier: General Concrete GENERAL CONCRETE J.S.C. CONTRACTING Contractor: KIER CONSTRUCTION CORPORATION TRACY WIMER Contractor's Stamp Architect (Primary): GEN ARCHITECTS, INC Architect's Stamp Engineer's Stamp

3 Spec. Section(s): Contractor: Project: Architect: Reviewer: 3100 Submittal Review Summary Done By Kier Construction Corporation JSC Whispering Sands GEN Architects Brian Van Gorp The Shop drawings/submittal is submitted for the purpose of fabrication/installation of the materials identified. Contractor has reviewed the submittal for general compliance with the contract documents. Any deviations from the contract documents observed by Contractor have been noted. The party supplying the material remains responsible for (1) compliance with the contract documents, (2) the accuracy and completeness of details such as dimensions and quantities, (3) field measurements as required, and (4) construction of a complete and workable installation satisfactory for the work included. Contractor is not a design professional and renders no opinion about the structural integrity or suitability of the material for the project. Date: 9/1/2010 Reviewed By: Brian Van Gorp- Project Engineer *Marks on the submittal that are made in blue come from Kier Construction and do not come from an architect and/or engineer. Comment # 1 Remarks: The specs call for 3000 psi to be used for both curb & walk and cast-in-place concrete. Provided are 4000 psi design mixes if you feel that this would be a better option for the application. Please specify the location if you feel that it is necessary to use 4000 psi mix design. 2 The spec (Section 02530) indicates that Extruded Concrete Curbs are to be used. I could not find this application on the plans. Please inform us if this spec was intended to be used. 3 4

4 Concrete Mix Design ASTM C-94 Option A & C MIX NUMBER: PLANT # 697 CUSTOMER: PROJECT: INTENDED USE: JSC Contracting Whispering Sands Apartments Flatwork / Footings Design Strength 28 days 3000 PSI Design Slump 2 to 4 inch Design W/C Ratio: 0.44 Design Air (Total) 1.7 MATERIALS DESCRIPTION/TYPE WT.(SSD) Cement Holcim II/V 380 lbs Flyash Navajo 97 lbs Water Water 26.0 gal 216 lbs Coarse Agg Paria # lbs Medium Agg Paria #8 187 lbs Sand Paria Sand 1477 lbs TOTAL 3918 lbs Theoretical Unit Weight ADMIXTURES DESCRIPTION/TYPE DOSAGE ASTM C-260 Air Entraining Admixture Wrda-64 ASTM C-494 Type A Low Range Water Reducer 15 oz ASTM C-494 Type F High Range Water Reducer ASTM C-494 Type A & F Mid-Range Water Reducer ASTM C-494 Type C Non-chloride Accelerator Recover ASTM C-494 Type D Hydration Stabilizer 15 oz Under Water Viscosity Modifier MINERAL ADMIXTURE DESCRIPTION/TYPE WEIGHT ISG NAVAJO FLYASH ASTM C-618 Class F Flyash 97 lbs. NOTES: Recover if used will be dosed at 3 oz per hundred weight for the intial hour of delay, then one ounce for every hour there after. If used it will replace WRDA-64. Submitted by Buddy Christensen Date: 8/30/2010 Quality Control 01/09/04RH

5 Curbs and Walks

6 Alternate Mix Design - Not Per Spec

7 Concrete Mix Design ASTM C-94 Option A & C MIX NUMBER: PLANT # 697 CUSTOMER: PROJECT: INTENDED USE: JSC Contracting Whispering Sands Apartments Flatwork Design Strength 28 days 4000 PSI Design Slump 2 to 4 inch Design W/C Ratio: 0.45 Design Air (Total) 1.7 MATERIALS DESCRIPTION/TYPE WT.(SSD) Cement Holcim II/V 411 lbs Flyash Navajo 109 lbs Water Water 28.0 gal 233 lbs Coarse Agg Paria # lbs Medium Agg Paria #8 150 lbs Sand Paria Sand 1473 lbs TOTAL 3928 lbs Theoretical Unit Weight ADMIXTURES DESCRIPTION/TYPE DOSAGE ASTM C-260 Air Entraining Admixture Wrda-64 ASTM C-494 Type A Low Range Water Reducer 16 oz ASTM C-494 Type F High Range Water Reducer ASTM C-494 Type A & F Mid-Range Water Reducer ASTM C-494 Type C Non-chloride Accelerator Recover ASTM C-494 Type D Hydration Stabilizer 16 oz Under Water Viscosity Modifier MINERAL ADMIXTURE DESCRIPTION/TYPE WEIGHT ISG NAVAJO FLYASH ASTM C-618 Class F Flyash 109 lbs. NOTES: Recover if used will be dosed at 3 oz per hundred weight for the initial hour of delay, then one ounce for ever hour there after. If used it will replace WRDA-64. Submitted by Buddy Christensen Date: 8/30/2010 Quality Control 01/09/04RH

8 Grace Construction Products W.R. Grace & Co. - Conn. 293 Wright Brothers Avenue livermore. CA T WNW.graceconstruction.com 1/11/2010 Buddy Christensen Western Rock 851 Red Rock Rd St. George, Utah Project Name: All Jobs Product Selected: Daravair 1000 This is to certify that the Daravair 1000, a Air-Entraining Agent, as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. - Conn., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C260, AASHTO: M154. Daravair 1000 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached. Mike Gardner Western Region Technical Services Manager

9 Version 6.25 Material Certification Report Material: Portland Cement Test Period: Type: II-V (ASTM C 150) To: Certification 01-Jun Jun-2010 Supplier: Address: Telephone: Date Issued: Item SiO 2 () Al 2 O 3 () Fe 2 O 3 () CaO () MgO () SO 3 () C Loss on Ignition () Insoluble Residue () CO 2 () Limestone () CaCO 3 in Limestone () Inorganic Processing Addition Potential Phase Compositions: C 3 S () C 2 S () C 3 A () C 4 AF () C 3 S C 3 A () Item Equivalent Alkalies () Holcim cement meets the specifications of ASTM C 150 for Type II-V cement. General Information Holcim (US) Inc. Source Location: Devil's Slide Plant 6055 East Croydon Road 6055 East Croydon Road Morgan, UT (801) Contact: Morgan, UT Doug Wilde 12-Jul-2010 The following information is based on average test data during the test period. The data is typical of cement shipped by Holcim; individual shipments may vary. Tests Data on ASTM Standard Requirements Chemical Physical Limit A Result Item Limit A Result Air Content () 12 max max 4.1 Blaine Fineness (m 2 /kg) 260 min max max 2.8 Autoclave Expansion () (C 151) 0.80 max max 2.9 Compressive Strength MPa (psi): 3.0 max day 0.75 max days 10.0 (1450) min 31.5 (4580) days 17.0 (2470) min 39.0 (5660) 5.0 max min 86 Initial Vicat (minutes) max 0.0 Mortar Bar Expansion () (C 1038) Heat of Hydration: 7 days, kj/kg (cal/g) B max Tests Data on ASTM Optional Requirements Chemical Physical Limit A Result Item Limit A Result 0.60 max 0.55 Notes A Dashes in the limit / result columns mean Not Applicable. B Test result represents most recent value and is provided for information only. Analysis of Heat of Hydration has been carried out by CTLGroup, Skokie, IL. C It is permissible to exceed the specification limit assuming ASTM C 1038 Mortar Bar Expansion does not exceed Adjusted per Annex A1.6 of ASTM C150 and AASHTO M85. This data may have been reported on previous mill certificates. It is typical of the cement being currently shipped. Inorganic Processing Addition Data Page 1 of 2 Additional Data Base Cement Phase Composition

10 Version 6.25 Material Certification Report Material: Portland Cement Test Period: Type: II-V (ASTM C 150) To: Certification 01-Jun Jun-2010 Holcim cement meets the specifications of ASTM C 150 for Type II-V cement. General Information Supplier: Holcim (US) Inc. Source Location: Devil's Slide Plant Address: 6055 East Croydon Road 6055 East Croydon Road Telephone: Morgan, UT (801) Contact: Morgan, UT Doug Wilde Date Issued: 12-Jul-2010 The following information is based on average test data during the test period. The data is typical of cement shipped by Holcim; individual shipments may vary. Item Result A Item Result Type - C 3 S () 59 Amount () - C 2 S () 16 SiO 2 () - C 3 A () 5 Al 2 O 3 () - C 4 AF () 11 Fe 2 O 3 () - CaO () - SO 3 () - Page 2 of 2

11 Adding Value to Energy ASTM C / AASHTO M 295 Testing of Navajo Fly Ash Sample Type: 3200-ton Sample Date: 5/3-5/5/10 Chemical Analysis Silicon Dioxide (SiO2) Aluminum Oxide (Al2O3) Iron Oxide (Fe2O3) 4.60 Report Date: 6/10/2010 MTRF ID 1084NV Sample ID: NV ASTM / AASHTO Limits Class F Class C ASTM Test Method Sum of Constituents min 50.0 min D4326 Sulfur Trioxide (SO3) max 5.0 max D4326 Calcium Oxide (CaO) 4.97 D4326 Moisture max 3.0 max C311 Loss on Ignition 0.27 (AASHTO M 295 req.) 6.0 max 6.0 max 5.0 max 5.0 max C311 Available Alkalies, as Na2O 1.36 (AASHTO M 295 req.) 1.5 max 1.5 max C311 Physical Analysis Fineness, retained on # max 34 max C311, C430 Strength Activity Index - 7 or 28 day requirement 7 day, of control min 75 min C311, C day, of control min 75 min Water Requirement, control max 105 max Autoclave Soundness max 0.8 max C311, C151 True Particle Density 2.28 Headwaters Resources certifies that pursuant to ASTM C protocol for testing, the test data listed herein was generated by applicable ASTM methods and meets the requirements of ASTM C for Class F fly ash. SM AASHTO R18 Materials Testing & Research Facility 2650 Old State Highway 113 Taylorsville, Georgia P: F:

12 Re: ASTM C 33 Test Results Pit: Paria Year: 2010 Date: 12/17/09 Coarse Aggregate: Size #57 Fine Aggregate (FM=2.26) Sieve Size Pass Spec Sieve Size Pass Spec ⅜ in 9.5 mm in 25 mm No mm ¾ in 19 mm 70 No mm ½ in 12.5 mm No mm ⅜ in 9.5 mm 12 No mm No mm No mm No mm No mm No mm No mm Test Procedure Standard Used Results Spec LA Wear C Max Soundness Loss(MgSO 4 ) C Max Test Procedure Standard Used Results Spec Organic Impurities C 40 Pass Pass Soundness Loss(MgSO 4 ) C Max Clay Lumps C Max Clay Lumps C Max Lightweight Pieces C Max Lightweight Pieces C Max Potential Potential Reactivity C 1567 Innocuous 0.10 Max Reactivity C 1567 Innocuous 0.10 Max Bulk Specific Gravity (OD) 2.57 Bulk Specific Gravity (OD) 2.59 Bulk Specific Gravity (SSD) 2.61 Bulk Specific Gravity (SSD) 2.63 Bulk Specific Gravity (APP) 2.68 Bulk Specific Gravity (APP) 2.70 Percent Absorption 1.6 Percent Absorption 1.6 Sincerely, WESTERN ROCK PRODUCTS Glenn N. Waite, CET Quality Control Manager

13 Grace Construction Products W.R. Grace & Co. - Conn. 293 Wright Brothers Avenue Livermore, CA T WNW.graceconstruction.com 1/11/2010 Buddy Christensen Western Rock 851 Red Rock Rd St. George, Utah Project Name: All Jobs Product Selected: Recover This is to certify that the Recover, a Hydration Stabilizer, as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. - Conn., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C494, Type D, AASHTO: M194, Type D. Recover does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached. Mike Gardner Western Region Technical Services Manager

14 Grace Construction Products W.R. Grace & Co. - Conn. 293 Wright Brothers Avenue livermore, CA T oo 1/11/2010 Buddy Christensen Western Rock 851 Red Rock Rd St. George, Utah Project Name: All Jobs Product Selected: WRDA 64 This is to certify that the WRDA 64, a Water Reducer, as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. - Conn., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C494, Type A, 0, AASHTO: M194, Type A, D. WRDA 64 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached. Mike Gardner Western Region Technical Services Manager

15 COLOR GROUP: Premium As the leading producer of colors for concrete since 1952, we offer the widest spectrum available. This pdf color card is just for ideas. If you choose a color by viewing this on your PC or from a printout of the pdf file, your colored concrete may be a big surprise. Please make your selection from our printed color card, hard samples or job site test. SANGRIA 1117 TILE RED 1117 BRICK RED 160 SAN DIEGO BUFF 5237 SUNSET ROSE 160 BAJA RED 160 TERRA COTTA SPANISH GOLD 5084 SOUTHERN BLUSH SALMON MESA BUFF 5447 PALOMINO 5447 FLAGSTONE BROWN 641 MESQUITE 677 TAUPE 677 SIERRA ADOBE KAILUA 677 PEWTER 860 COBBLESTONE 860 GRAPHITE 8084* WILLOW GREEN 5376 GREEN SLATE 3685 May 2009 Notice- All color swatches were adjusted to lighter base cement shade. These swatches differ from previous color card.