WCCD SBR System for Phosphorous Reduction GSC. Submittal Review Sheet
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1 WCCD SBR System for Phosphorous Reduction GSC Submittal Review Sheet ttached is the submittal for the cast in place concrete mix design for the WCCD SBR System GSC project for your review and approval. Thieneman Construction has reviewed the submittal information and added the following notes for your review, approval, and consideration: Items for VSL & Midwestern Engineering: 1. Please note this mix design is being proposed for all locations in the new SBR tanks foundation slabs, walls, gallery slabs, gallery decks Items for IMI:: 1. Supply material and/or equipment to comply with the project schedule, submittal review comments, and the specifications. If you have any questions on this submittal information, please call Thieneman Construction requests your review, approval, and return of one (1) copy of the approved submittals. Project Name: WCCD SBR System GSC Contractor: Thieneman Construction, Inc. Subcontractor / Supplier: IMI Submittal Number: Submittal Specification Section: Cast-in-Place Concrete Item Description: Cast in place concrete mix design Quantity of Submittals: 1 Electronic Comments: See bove Quantity of pproved Submittals to be Returned: 1 Electronic Signature: Matt Green CONTRCTOR S CERTIFICTION Submittal material has been reviewed for compliance with specifications and drawings. Required field measurements have been verified. The work shown on this submittal has been coordinated with other submittals affected by this work. ll data has been checked by the Contractor and any variations from the specifications or drawings have been noted. The work described on the submittal material is recommended by the Contractor, and the guarantee in the specifications will apply: Contractor: Thieneman Construction pproved: Matt Green Date: 3/2/17
2 Lynette McNees From: Sent: To: Cc: Subject: Tony Galterio Thursday, March 02, :05 M Lynette McNees Matt Green; Brian llen; Timmy Riggen Re: WCCD WWTP GSC - Submittal No _Cast In Place Concrete Mix Designs You can mark it as no exceptions taken from me. That looks good. Regards, Tony Galterio Reply message From: "Lynette McNees" <lynette.mcnees@thienemanconstruction.com> To: "Tony Galterio" <tgalterio@structuraltec.com> Cc: "Matt Green" <matt.green@thienemanconstruction.com>, "Brian llen" <brian.allen@thienemanconstruction.com>, "Timmy Riggen" <timmy.riggen@thienemanconstruction.com> Subject: WCCD WWTP GSC Submittal No _Cast In Place Concrete Mix Designs Date: Thu, Mar 2, :01 M 1 Tony, Please see the attached Submittal No _ Cast In Place Concrete Mix Designs for your review and approval for the WCCD project. Please rush this review. Thank you, Lynette McNees Project Coordinator Thieneman Construction, Inc Foundation Pkwy. Westfield, IN P-(317) ext #642 Direct Line-(317) F-(317) The information contained in this transmission and any attachments are for the sole use of the intended recipient(s) and may be confidential, privileged, copyrighted or may constitute intellectual property. ny unauthorized review, use, disclosure or distribution of this transmission and any attachments is strictly 2
3 prohibited. If you have received this transmission in error, please contact the sender and destroy all paper and/or electronic copies of this transmission. Total Control Panel Login To: From: Remove this sender from my allow list You received this message because the sender is on your allow list. 3
4 Date: Customer: Thieneman Construction Project: von WWTP Expansion ttn: Josh Morris & lex Sharpe We propose to furnish the following concrete mix(es) for the above referenced project. Please note you must use mix number plus required additional products for ordering purposes. imi Mix Required additional products Description 4561CC HRWR CF-STONE-CC Usage Slump ir % W/C ll Tank Concrete 5+/-2" 6+/ Included in the submittal package are mix designs for the above referenced project and relevant documentation for utilized materials. The mix(es) have been proportioned in accordance with the applicable sections of CI and STM. Stated strengths will be met when test specimens are manufactured and tested in accordance with current STM standards and evaluated per CI recommended standards and practices. imi requests copies of all approved mix designs prior to jobsite delivery. In order to comply with CI , imi asks to be included on the distribution list for strength test reports to be provided within 7 days of completion of test. Please forward the approved mix designs and test reports to: darrin.litteral@irvmat.com It is suggested that a pre-pour conference be held at the jobsite prior to concrete delivery. The purpose of the meeting would be to answer any questions regarding responsibilities in scheduling and jobsite operation, in addition to determining an adequate location for the initial storage, handling, and curing of test cylinders. Respectfully, Darrin Litteral Irving Materials, Inc. Quality Control Department 8032 N. State Road 9 Greenfield, IN Fax:
5 Quality Control Department pril 11th 2013 Concrete Mix Design: von WWTP Expansion imi Mix Design # 4561CC-HRWR Slump Specification: 5+/-2" Design Strength (28 Days) 4500 ir Specification: 6+/-1.5% Design ir Content % 6.0 Usage: ll Tank Concrete Mix Item Sp. Grav. Qty (SSD) Vol (cf) Comments Type I Cement % Class F Fly sh % % gg "" #23 Sand gg "B" #8 Limestone gg "C" gg "D" Water (Lb) dmix 1 (air) ir 0.6 oz/cwt dmix 2 HRWR 3.00 oz/cwt 17.4 dmix oz/cwt 0.0 dmix oz/cwt 0.0 dmix oz/cwt 0.0 Total cementitious content 580 Total Water Cement Ratio = Unit Weight (kg/m) F to Total gg Ratio = 0.42 Material Suppliers & Specifications Cement: Fly sh: dmixtures: ggregates: STM C-150, Type I, Buzzi Cement (Greencastle, IN) STM C-618, Class F, Fly sh Direct (Miami Fort, OH) STM C-494, High Range Water Reducer, Type F, dva Cast 575, Grace Construction Products STM C-260, ir Entrainment, Darex II, Grace Construction Products Optional: Non-Chloride ccelerator, Polarset, Grace Construction Products Optional: Retarder, Recover, Grace Construction Products STM C-33 & INDOT specifications #23 Natural Sand from US ggregate Crawfordsville #8, 3/4" Limestone from Hanson Putnamville We are pleased to submit this mix design for the above referenced project. Per CI 318 and STM C94, imi kindly requests that we receive copies of all concrete test reports for this project. They can be forwarded to darrin.litteral@irvmat.com GGREGTE WEIGHTS are subject to change with specific gravities and moistures to ensure proper yield. Optional Products available upon request Non Chloride ccelerator Retarder This optional admixture can be ordered by specifying Non-Chloride and the amount after the imi mix design number. This optional admixture can be ordered by specifying Retarder and the amount after the imi mix design number. Please sign and send approved copy back to sender: Created By: Darrin Litteral Irving Materials, Inc. Quality Control Department
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9 Certification date: 12/9/2016 Cement Type: Type I Laboratory: Greencastle, IN Plant MILL CERTIFICTION REPORT PORTLND CEMENT - TYPE I We hereby certify that this cement complies with current STM C150, SHTO M85 and CS-3001_ GU Specifications. The following data represents the average for the Buzzi Unicem US cement that was produced in the month of November-16 STM STNDRD REQUIREMENTS CHEMICL DT C SiO 2 - % SiO 2 - % l 2 O 3 - % l 2 O 3 - % 5.24 Fe 2 O 3 - % Fe 2 O 3 - % 3.01 CaO - % CaO - % MgO - % max 6.0 MgO - % 2.43 SO 3 - % max 3.0*** SO 3 - % 3.31 Loss on Ignition - % max 3.0 (when limestone is not an ingredient) Loss on Ignition - % 1.65 Loss on Ignition - % max 3.5 (when limestone is an ingredient) Insoluble Residue - % max 1.50 Insoluble Residue - % 0.28 CO2 in Cement - % CO2 in Cement - % 0.56 Limestone - % max 5.0 Limestone - % 1.30 CaCO3 in Limestone - % min 70.0 CaCO3 in Limestone - % 99.5 Potential Phase Compounds:** Potential Phase Compounds:** C 3 S - % C 3 S - % 59.2 C 2 S - % C 2 S - % 11.0 C 3 - % C 3 - % 8.7 C 4 F - % C 4 F - % 9.0 C 4 F +2(C 3 ) - % C 4 F +2(C 3 ) - % 26.4 C 3 S C 3 - % C 3 S C 3 - % Na 2 O Equivalent - % Na 2 O Equivalent - % 0.78 Free CaO - % Free CaO - % 0.9 PHYSICL DT C Fineness- Blaine - m 2 /kg min 260 Blaine - m 2 /kg 377 Fineness- #325 Sieve Passing #325 Sieve Passing 94.0 utoclave Expansion % (C151) max 0.80 utoclave Expansion % (C151) 0.04 Time of Set Time of Set Vicat (minutes) min 45 Vicat (minutes) Initial 94 max 375 Final 191 ir Content % max 12 ir Content % 9.5 Compressive Strength: Compressive Strength: 1 day - psi (MPa) 1 day - psi (MPa) 2780 ( 19.2 ) 3 day - psi (MPa) 1740 ( 12.0 ) 3 day - psi (MPa) 4100 ( 28.3 ) 7 day - psi (MPa) 2760 ( 19.0 ) 7 day - psi (MPa) 5060 ( 34.9 ) 28 day - psi (MPa) 28 day - psi (MPa) 5920 ( 40.8 ) Previous Month vg. TTN: Silo Bill of Lading Tons Date MILL CERTIFICTION VLUES Not applicable. By W.D. Henry Robinson Quality Control Manager ** djusted per STM C150 nnex 1.6 *** It is permissible to exceed the values for SO3 content, provided that the Mortar Bar Expansion C1038 does not exceed % at 14 days. STTE OF INDIN} COUNTY OF PUTNM} Before me the undersigned, a Notary Public for Putnam County, State of Indiana personally appeared W.D. Henry Robinson and acknowledged the execution of the foregoing instrument this day Stephanie. Richardson, Notary Public My commission expires March 10, BUZZI UNICEM US, Greencastle Plant 3301 S CR 150W,Greencastle, IN 46135, P.O. Box 482, Phone
10 Resource Materials Testing, Inc. Specialists in Fly sh Testing 24 Fine Drive Murphy, NC REPORT OF FLY SH NLYSIS TO: Fly sh Direct PROJECT NO. RMT-417 ttn: Mr. Jim Irvine SMPLE NO irport Road DTE REC.: Cincinnati, OH DTE REP.: PROJECT NME: Miami Fort #8 Fly sh Quality ssurance Program SMPLE ID: Class F Fly sh October ,000-Ton Composite CHEMICL NLYSIS: RESULTS: SPECIFICTION F/C STM C618 SHTO M295 Silicon Dioxide, SiO 2, % luminum Oxide, l 2O 3, % Iron Oxide, Fe 2O 3, % Sum of SiO 2, l 2O 3 & Fe 2O 3, % /50 Min Calcium Oxide, CaO, % Magnesium Oxide, MgO, % Sodium Oxide, Na 2O, % Potassium Oxide, K 2O, % Sulfur Trioxide, SO 3, % Max Chloride, % 0.06 Moisture Content, % Max Loss on Ignition, % Max 5.0 Max Total lkalis as Na 2O Equivalent, % vailable lkalis as Na 2O Equivalent, % Max PHYSICL NLYSIS: RESULTS: SPECIFICTION F/C STM C618 SHTO M295 mount Retained on No. 325 Sieve, % Max Sieve Uniformity, % Points from ve Max Strength ctivity Index Portland 7 days, % of Control Min Portland 28 days, % of Control Min Water Requirement, % of Control Max utoclave Expansion, % Max Density Density Uniformity, % from ve Max Increase of Drying Shrinkage, %* Max Reactivity with Cement lkalis, %* Reduction of Mortar Expansion, % Mortar Expansion, % of L Cement Control Max ir Entrainment of Mortar, % ir Entrainment Uniformity, % from ve Max *Optional Requirements applicable only when requested by purchaser. This material meets the requirements of STM C 618 and SHTO M 295 for the parameters tested.
11 W.R. Grace 62 Whittemore venue Cambridge, M T grace.com/construction Date: 2/10/2016 Svetlana Latashiline Irving Materials, Inc. Greenfield, INDIN Project Name: General Product Selected: DV Cast 575 This is to certify that DV Cast 575, a High Range Water Reducer, as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. - Conn., is formulated to comply with the Specifications for Chemical dmixtures for Concrete, STM: C494, Type F, SHTO: M194, Type F. DV Cast 575 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. G. Terry Harris Manager of Technical Services, North merica Concrete
12 W.R. Grace 62 Whittemore venue Cambridge, M T grace.com/construction Date: 2/10/2016 Svetlana Latashiline Irving Materials, Inc. Greenfield, INDIN Project Name: General Product Selected: Darex E This is to certify that Darex E, a ir Entraining gent, as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. - Conn., is formulated to comply with the Specifications for Chemical dmixtures for Concrete, STM: C260, SHTO: M154. Darex E 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. G. Terry Harris Manager of Technical Services, North merica Concrete
13 W.R. Grace 62 Whittemore venue Cambridge, M T grace.com/construction Date: 2/10/2016 Svetlana Latashiline Irving Materials, Inc. Greenfield, INDIN Project Name: General Product Selected: Polarset This is to certify that Polarset, a ccelerator, as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. - Conn., is formulated to comply with the Specifications for Chemical dmixtures for Concrete, STM: C494, Type C, SHTO: M194, Type C. Polarset 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. G. Terry Harris Manager of Technical Services, North merica Concrete
14 W.R. Grace 62 Whittemore venue Cambridge, M T grace.com/construction Date: 2/10/2016 Svetlana Latashiline Irving Materials, Inc. Greenfield, INDIN Project Name: General Product Selected: Recover This is to certify that 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 dmixtures for Concrete, STM: C494, Type D, SHTO: 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. G. Terry Harris Manager of Technical Services, North merica Concrete
15 imi Technical Services CI 214/318 Strength Test Evaluation Project Name: Southport WT Capacity Expansion Contractor: Bowen Engineering Inc. Mix: 4561CC Spec'd Str.: 4500 psi Test No. Date Slump, in ir, % dditive ir Temp., ºF Concrete Temp., ºF 7-Day Str., psi 28-Day Compressive Strength, psi vg Cyl.#1, psi Cyl.#2, psi Range, psi Strength, Moving vg of Three psi 1 04/19/ /21/ /21/ /22/ /22/ /25/ /27/ /28/ /28/ /29/ /02/ /09/ /11/ /13/ /16/ /16/ /17/ /17/ /19/ /20/ /20/ /29/ /31/ /09/ /17/ verage of 2
16 imi Technical Services CI 214 Strength nalysis _ verage Strength, X 6183 psi Min Strength, psi 4730 No. of Tests, n 25 vg Strength, psi 6183 Max Strength, psi 7750 _ verage Range, R 125 psi Min Slump, in vg Slump, in Standard Deviation, s 716 psi Max Slump, in Coefficient of Variation, V 11.6 % Within-Test Std Dev 111 psi Min ir Content, % 2.9 Within-Test Coeff. of Var. 1.8 % vg ir Content, % 5.8 Max ir Content, % 7.4 Batch-to-Batch Std Dev 707 psi Min Conc. Temp., ºF 58 Batch-to-Batch Coeff. of Var % vg Conc. Temp., ºF 65 Max Conc. Temp., ºF 83 Min ir Temp., ºF 53 vg ir Temp., ºF 65 Max ir Temp., ºF 83 imi Technical Services CI 318 Performance pproval VLID, >15 TESTS Modification factor for sample standard deviation: Sample standard deviation, Ss: 737 psi Ss = sample standard deviation x modification factor Required average compressieve strength, f'cr: 5488 psi f'cr = f 'c Ss Required average compressieve strength, f'cr: 5718 psi f'cr = f 'c Ss Notation: f 'c = specified compressive strength of concrete, psi CONCLUSION: MIX PPROVED 2 of 2
17 Plant Product Specification Period E549-Putnamville CPP 4 CPP 12/12/ /11/2016 Sample Id Date 2" (50mm) 1 1/2" (37.5mm) Statistical nalysis Report 1" (25mm) 3/4" (19mm) 1/2" (12.5mm) 3/8" (9.5mm) #4 (4.75mm) #8 (2.36mm) /27/ : /31/ : /27/ : /19/ : /18/ : /29/ : /18/ : /14/ : /06/ : Pan 2" (50mm) 1 1/2" (37.5mm) 1" (25mm) 3/4" (19mm) 1/2" (12.5mm) 3/8" (9.5mm) #4 (4.75mm) #8 (2.36mm) Pan Count Min Max Mean St Dev Lower Target Upper Target Target 55.5 Lower Spec (LSL) Upper Spec (USL) PWS PWL 99.9 StonemontQC 12/11/2016 Lehigh Hanson Page: 1 of 4
18 Plant Product Specification Period E549-Putnamville CPP P LEDGES INDOT 8 12/12/ /11/2016 Sample Id Date 1" (25mm) 3/4" (19mm) Statistical nalysis Report 1/2" (12.5mm) 3/8" (9.5mm) #4 (4.75mm) #8 (2.36mm) Pan /28/ : /29/ : /14/ : /31/ : /11/ : /29/ : /05/ : /23/ : /07/ : /21/ : /13/ : /29/ : /05/ : /11/ : /18/ : /07/ : /29/ : /07/ : /18/ : /27/ : /03/ : /14/ : /28/ : /06/ : StonemontQC 12/11/2016 Lehigh Hanson Page: 2 of 4
19 Statistical nalysis Report Plant Product Specification E549-Putnamville CPP P LEDGES INDOT 8 1" (25mm) 3/4" (19mm) 1/2" (12.5mm) 3/8" (9.5mm) #4 (4.75mm) #8 (2.36mm) Pan Count Min Max Mean St Dev Lower Target Upper Target Target 49 Lower Spec (LSL) Upper Spec (USL) PWS PWL StonemontQC 12/11/2016 Lehigh Hanson Page: 3 of 4
20 Query Query Selections Date Created 12/11/2016 Date Range 12/12/ /11/2016 Plant Putnamville Sample Type Shipping StonemontQC 12/11/2016 Lehigh Hanson Page: 4 of 4
21 Statistical nalysis 10/20/ /29/2016 Production U S ggregates Inc Crawfordsville 705-INDOT #4 SB, #23, #24, B Borrow Date Sample Id Product Id Status 3/8" (9.5mm) % #4 (4.75mm) % #8 (2.36mm) % #16 (1.18mm) % #30 (0.6mm) % #50 (0.3mm) % 10/20/ : Pass /24/ : Pass /25/ : Pass /26/ : Pass /27/ : Pass /28/ : Pass /31/ : Pass /01/ : Pass /02/ : Pass /03/ : Pass /07/ : Pass /08/ : Pass /09/ : Pass /10/ : Pass /14/ : Pass /15/ : Pass /16/ : Pass /17/ : Pass /21/ : Pass /22/ : Pass /23/ : Pass /28/ : Pass /29/ : Pass /30/ : Pass /01/ : Pass /05/ : Pass /07/ : Pass /12/ : Pass /13/ : Pass /29/ : Pass Count Min Max Range Mean U S ggregates Inc
22 Statistical nalysis 10/20/ /29/2016 Production U S ggregates Inc Crawfordsville 705-INDOT #4 SB, #23, #24, B Borrow Median SD CV Skewness Kurtosis Pay Factor Targets Specification Limits PWS PWL U S ggregates Inc.
23 Statistical nalysis 10/20/ /29/2016 Production U S ggregates Inc Crawfordsville 705-INDOT #4 SB, #23, #24, B Borrow #100 (0.15mm) % #200 (75µm) % Pan % U S ggregates Inc.
24 Statistical nalysis 10/20/ /29/2016 Production U S ggregates Inc Crawfordsville 705-INDOT #4 SB, #23, #24, B Borrow U S ggregates Inc.
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