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Architecture - Engineering - Planning www.mkcinc.com Mansfield, Ohio New Philadelphia, Ohio Powell, Ohio 419-525-1102 - phone 330-364-8871 - phone 740-657-3202 - phone 419-525-1428 - fax 330-343-3075 - fax 740-657-1717 - fax SHOP DRAWING REVIEW REVIEWED FURNISH AS CORRECTED REVISE AND RESUBMIT REJECTED SUBMIT SPECIFIED ITEM Date: D. Lay By: Apr 10, 2012 Comments: This review is only for general conformance with (1) the design concept and (2) the information given in the construction documents. Corrections or comments made on a shop drawing during this review do not relieve the contractor from compliance with the requirements of the plans and specifications. Approval of a specific item does not include approval of an assembly of which the item is a component. The contractor remains responsible for: dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means, methods, techniques, sequences and procedures of construction; coordination of the Work with that of all other trades; and performing all Work in a safe and satisfactory manner. File Name: 033500-1 Concrete Data & Test Reports

SHOP DRAWING REVIEW - MKC Associates, Inc. CSD/09-ED1-045… · ... Westview Concrete Mix Series 20% Fly Ash ... Type F Fly Ash 90 110 130 Lb A g g r e g a t e ... The typical dosage

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Page 1: SHOP DRAWING REVIEW - MKC Associates, Inc. CSD/09-ED1-045… · ... Westview Concrete Mix Series 20% Fly Ash ... Type F Fly Ash 90 110 130 Lb A g g r e g a t e ... The typical dosage

Architecture - Engineering - Planning www.mkcinc.com

Mansfield, Ohio New Philadelphia, Ohio Powell, Ohio 419-525-1102 - phone 330-364-8871 - phone 740-657-3202 - phone 419-525-1428 - fax 330-343-3075 - fax 740-657-1717 - fax

SHOP DRAWING REVIEW

REVIEWED

FURNISH AS CORRECTED

REVISE AND RESUBMIT

REJECTED

SUBMIT SPECIFIED ITEM

Date:D. LayBy: Apr 10, 2012

Comments:

This review is only for general conformance with (1) the design concept and (2) the information

given in the construction documents. Corrections or comments made on a shop drawing during

this review do not relieve the contractor from compliance with the requirements of the plans and

specifications. Approval of a specific item does not include approval of an assembly of which

the item is a component. The contractor remains responsible for: dimensions to be confirmed and

correlated at the job site; information that pertains solely to the fabrication process or to the

means, methods, techniques, sequences and procedures of construction; coordination of the

Work with that of all other trades; and performing all Work in a safe and satisfactory manner.

File Name:

033500-1 Concrete Data & Test Reports

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krichardson
Typewritten Text
Kyle Richardson4/6/12
krichardson
Typewritten Text
033500-1
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Customer: Westview Concrete Mix Series 20% Fly AshTrial Batch Date 9-Feb-11 Application InteriorTrial Location Sprauge Plant Comp. Testing by CTL Engineering

Low point Mid point High Point

Mix Information

Cement

Portland Type I 360 440 520 LbSlag Cement Grade 100 LbType F Fly Ash 90 110 130 Lb

Cement

Aggregate

Fine 1441 1390 1316 Lb#57 1450 1450 1450 Lb#8 300 300 300 Lb

Water 284 270 265 LbW/Cm 0.63 0.49 0.41

Aggregate

Admixtures

LRWR 3 3 3 oz/100LbMRWR oz/100LbHRWR oz/100LbA.E.A 0 0 0 oz/100LbRetarder oz/100LbAccelerator oz/100Lb

Slump 4 4 3.5 In.Air Content n/a n/a 2.1 %Unit Wt. 149.8 149.6 149 lb/ft^3

Admixtures

CompressiveStrength

7 Day 5280 5380 6490 psi7 Day 5190 5410 66607 Day 5310 5340 6700 psi28 Day 7260 7350 8560 psi28 Day 6840 7380 8640 psi28 Day 7300 7390 8560 psiAverage 28 Day 7133 7373 8587 psi

Average Cylinder Density 149 150 150 lb/ft^3

CompressiveStrength

Average Cylinder Density 149 150 150 lb/ft 3

Shawn Kalyn, B.EngTechnical Service Engineer

y = -6004.4x + 10759

0

1000

2000

3000

4000

5000

6000

7000

8000

9000

10000

0.40 0.45 0.50 0.55 0.60 0.65 0.70

28 D

ay C

ompr

essi

ve s

tren

gth

(psi

)

Water to Cementitious Ratio

Westview Concrete Interior 100% Type I Concrete 3pt Curve

CompressiveStrength Linear (CompressiveStrength)

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CTL Engineering, Inc.

3085 Interstate Parkway

Brunswick, OH 44212

Phone: 330/220-8900 Fax:330/220-8944

e-mail: [email protected] AN EMPLOYEE OWNED COMPANY

Consulting Engineers – Testing – Inspection Services – Analytical Laboratories Established 1927

CLIENT: St. Marys Cement REPORT DATE: 3/10/2011

250 Jefferson Avenue BATCH DATE: 2/9/2011

Cleveland, Ohio 44113

ATTN: Shawn Kalyn

CLIENT MIX ID: Mix 4M

PROJECT: 3 Point Curve Trials MIX TYPE: 20% Fly Ash

CTL PROJECT NO.: 11020004CLE Non-air

CONCRETE SUPPLIER: Westview Concrete Corp. CTL MIX ID: 165-2C04

MaterialBatch Weight,

Cubic Yard - SSDSource Type or Grade Specific Gravity

Percent

Absorption

Fine Agg 1390 Sand

Coarse Agg 1 1450 #57

Coarse Agg 2 300 #8

Cement 440 St. Marys Type 1

Fly Ash 110 Headwaters Class F

GGBF Slag Cement

Micro-silica

Water 270

Total (Batch Weight) 3960

Water/CM Ratio 0.49

Admixtures Dosage Rate

Admix 1 3oz/100wt

Admix 2

Admix 3

Admix 4Admix 5

Batch Time 10:40 AM 7-day 5,380 8.78 150.92

Cylinders Cast 11:00 AM 7-day 5,410 8.74 150.23

Air Temp (°F) 65 7-day 5,340 8.72 149.88

Slump (in.) 4.25 7-day average 5,380

Air Content (%) 28-day 7,350 8.72 149.88

Batch Weight (lb/yd3) 3960 28-day 7,380 8.76 150.57

Unit Weight (lb/ft3) 149.6 28-day 7,390 8.76 150.57

Concrete Temp (°F) 61 28-day average 7,370

Maurika L. Lake David A. Breitfeller, PE

Laboratory Manager Project Engineer

CTL Engineering, Inc.

Respectfully Submitted,

SAMPLES AND MATERIAL DATA SUPPLIED BY CLIENT

REPORT ON SAMPLE OF CONCRETE MIX TRIAL BATCH

Mix Design Batching Data

Type

Hardened Concrete Properties, 4" x 8" Cylinders

ASTM C 494 Type C

Brand Name

ASTM C 494 Type A/F HRWR

Euclid WR81ASTM C 494 Type A

ASTM C 260

As Received

Weight (lb)

Density

(lb/ft3)

Compressive

Strength (psi)

Fresh Concrete Properties

ASTM C 494 Type D

Offices: Ohio, Indiana, West Virginia

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CTL Engineering, Inc.

3085 Interstate Parkway

Brunswick, OH 44212

Phone: 330/220-8900 Fax:330/220-8944

e-mail: [email protected] AN EMPLOYEE OWNED COMPANY

Consulting Engineers – Testing – Inspection Services – Analytical Laboratories Established 1927

CLIENT: St. Marys Cement REPORT DATE: 3/10/2011

250 Jefferson Avenue BATCH DATE: 2/9/2011

Cleveland, Ohio 44113

ATTN: Shawn Kalyn

CLIENT MIX ID: Mix 5L

PROJECT: 3 Point Curve Trials MIX TYPE: 20% Fly Ash

CTL PROJECT NO.: 11020004CLE Non-air

CONCRETE SUPPLIER: Westview Concrete Corp. CTL MIX ID: 165-2C05

MaterialBatch Weight,

Cubic Yard - SSDSource Type or Grade Specific Gravity

Percent

Absorption

Fine Agg 1441 Sand

Coarse Agg 1 1450 #57

Coarse Agg 2 300 #8

Cement 360 St. Marys Type 1

Fly Ash 90 Headwaters Class F

GGBF Slag Cement

Micro-silica

Water 284

Total (Batch Weight) 3925

Water/CM Ratio 0.63

Admixtures Dosage Rate

Admix 1 3oz/100wt

Admix 2

Admix 3

Admix 4Admix 5

Batch Time 11:15 AM 7-day 5,280 8.68 149.20

Cylinders Cast 11:30 AM 7-day 5,190 8.68 149.20

Air Temp (°F) 65 7-day 5,310 8.70 149.54

Slump (in.) 4 7-day average 5,260

Air Content (%) 28-day 7,260 8.72 149.88

Batch Weight (lb/yd3) 3925 28-day 6,840 8.70 149.54

Unit Weight (lb/ft3) 149.8 28-day 7,300 8.66 148.85

Concrete Temp (°F) 61 28-day average 7,130

Maurika L. Lake David A. Breitfeller, PE

Laboratory Manager Project Engineer

ASTM C 260

As Received

Weight (lb)

Density

(lb/ft3)

Compressive

Strength (psi)

Fresh Concrete Properties

ASTM C 494 Type D

CTL Engineering, Inc.

Respectfully Submitted,

SAMPLES AND MATERIAL DATA SUPPLIED BY CLIENT

REPORT ON SAMPLE OF CONCRETE MIX TRIAL BATCH

Mix Design Batching Data

Type

Hardened Concrete Properties, 4" x 8" Cylinders

ASTM C 494 Type C

Brand Name

ASTM C 494 Type A/F HRWR

Euclid WR81ASTM C 494 Type A

Offices: Ohio, Indiana, West Virginia

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CTL Engineering, Inc.

3085 Interstate Parkway

Brunswick, OH 44212

Phone: 330/220-8900 Fax:330/220-8944

e-mail: [email protected] AN EMPLOYEE OWNED COMPANY

Consulting Engineers – Testing – Inspection Services – Analytical Laboratories Established 1927

CLIENT: St. Marys Cement REPORT DATE: 3/10/2011

250 Jefferson Avenue BATCH DATE: 2/9/2011

Cleveland, Ohio 44113

ATTN: Shawn Kalyn

CLIENT MIX ID: Mix 6H

PROJECT: 3 Point Curve Trials MIX TYPE: 20% Fly Ash

CTL PROJECT NO.: 11020004CLE Non-air

CONCRETE SUPPLIER: Westview Concrete Corp. CTL MIX ID: 165-2C06

MaterialBatch Weight,

Cubic Yard - SSDSource Type or Grade Specific Gravity

Percent

Absorption

Fine Agg 1316 Sand

Coarse Agg 1 1450 #57

Coarse Agg 2 300 #8

Cement 520 St. Marys Type 1

Fly Ash 130 Headwaters Class F

GGBF Slag Cement

Micro-silica

Water 265

Total (Batch Weight) 3981

Water/CM Ratio 0.41

Admixtures Dosage Rate

Admix 1 3oz/100wt

Admix 2

Admix 3

Admix 4Admix 5

Batch Time 11:30 AM 7-day 6,490 8.70 149.54

Cylinders Cast 11:50 AM 7-day 6,660 8.64 148.51

Air Temp (°F) 65 7-day 6,700 8.76 150.57

Slump (in.) 3.5 7-day average 6,620

Air Content (%) 28-day 8,560 8.72 149.88

Batch Weight (lb/yd3) 3981 28-day 8,640 8.68 149.20

Unit Weight (lb/ft3) 149.0 28-day 8,560 8.74 150.23

Concrete Temp (°F) 62 28-day average 8,590

Maurika L. Lake David A. Breitfeller, PE

Laboratory Manager Project Engineer

CTL Engineering, Inc.

Respectfully Submitted,

SAMPLES AND MATERIAL DATA SUPPLIED BY CLIENT

REPORT ON SAMPLE OF CONCRETE MIX TRIAL BATCH

Mix Design Batching Data

Type

Hardened Concrete Properties, 4" x 8" Cylinders

ASTM C 494 Type C

Brand Name

ASTM C 494 Type A/F HRWR

Euclid WR81ASTM C 494 Type A

ASTM C 260

As Received

Weight (lb)

Density

(lb/ft3)

Compressive

Strength (psi)

Fresh Concrete Properties

ASTM C 494 Type D

Offices: Ohio, Indiana, West Virginia

Page 8: SHOP DRAWING REVIEW - MKC Associates, Inc. CSD/09-ED1-045… · ... Westview Concrete Mix Series 20% Fly Ash ... Type F Fly Ash 90 110 130 Lb A g g r e g a t e ... The typical dosage
Page 9: SHOP DRAWING REVIEW - MKC Associates, Inc. CSD/09-ED1-045… · ... Westview Concrete Mix Series 20% Fly Ash ... Type F Fly Ash 90 110 130 Lb A g g r e g a t e ... The typical dosage
Page 10: SHOP DRAWING REVIEW - MKC Associates, Inc. CSD/09-ED1-045… · ... Westview Concrete Mix Series 20% Fly Ash ... Type F Fly Ash 90 110 130 Lb A g g r e g a t e ... The typical dosage

The Euclid Chemical Company19218 Redwood Rd. • Cleveland, OH 44110Phone: [216] 531-9222 • Toll-free: [800] 321-7628 • Fax: [216] 531-9596www.euclidchemical.com

ACCELG

UA

RD

® 80

ACCELGUARD® 80Non-chloride, Accelerating & Water Reducing Admixture

DescriptionACCELGUARD 80 is an accelerating and water reducing admixture for concrete that does not contain calcium chloride. It improves properties of plastic and hardened concrete, provides a significant improvement in early stiffening and setting characteristics, improved workability and decreased bleeding and segregation. This admixture is compatible with air-entraining admixtures, HRWR admixtures (super plasticizers), and conventional water reducing admixtures. ACCELGUARD 80 is effective at all temperatures but is particularly effective above 50°F (10°C).

Primary Applications• Cold weather concreting• Structural and plain concrete

• Concrete block and mortar• Precast and post tensioned concrete

Features/Benefits• Reduces initial set 1 to 4 hours depending on concrete temperatures• Improves workability and provides denser concrete• Minimizes bleeding and segregation• Improves compressive strength development at early ages• Decreases overtime allowing earlier finishing• Increases protection for reinforcement in concrete

Technical Information

Perfomance Data

The following test results were achieved using typical ASTM C 494 mix design requirements, 517 lb/yd3 (307 kg/m3) cement content and similar (± 0.5)% air content.

These results were obtained under laboratory conditions with materials and mix designs meeting the specifications of ASTM C 494. Changes in materials and mix designs can affect the dosage response of ACCELGUARD 80.

Master Form

at #:03 3000 03 4000

ACCELERATO

RS

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WARRANTY: The Euclid Chemical Company (“Euclid”) solely and expressly warrants that its products shall be free from defects in materials and workmanship for one (1) year from the date of purchase. Unless authorized in writing by an officer of Euclid, no other representations or statements made by Euclid or its representatives, in writing or orally, shall alter this warranty. EUCLID MAKES NO WARRANTIES, IMPLIED OR OTHERWISE, AS TO THE MERCHANTABILITY OR FITNESS FOR ORDINARY OR PARTICULAR PURPOSES OF ITS PRODUCTS AND EXCLUDES THE SAME. If any Euclid product fails to conform with this warranty, Euclid will replace the product at no cost to Buyer. Replacement of any product shall be the sole and exclusive remedy available and buyer shall have no claim for incidental or consequential damages. Any warranty claim must be made within one (1) year from the date of the claimed breach. Euclid does not authorize anyone on its behalf to make any written or oral statements which in any way alter Euclid’s installation information or instructions in its product literature or on its packaging labels. Any installation of Euclid products which fails to conform with such installation information or instructions shall void this warranty. Product demonstrations, if any, are done for illustrative purposes only and do not constitute a warranty or warranty alteration of any kind. Buyer shall be solely responsible for determining the suitability of Euclid’s products for the Buyer’s intended purposes.

Rev. 7.11

The typical dosage range for ACCELGUARD 80 is 12- 90 oz per 100 lbs (780 - 5870 mL/100kg) of cementitous material. Higher dosages are acceptable with prior testing and confirmation of the desired performance with specific materials being used.

ACCELGUARD 80 should be added to the initial batch water of the concrete mixture. Do not dispense onto dry cement. For ambient temperatures below 50°F (10°C) follow ACI 306 Cold Weather Requirements.

Precautions/Limitations• ACCELGUARD 80 will freeze at temperatures of approximately -15°F (-26°C). Freezing and thawing will not

harm the material if thoroughly agitated. • Do not use air for agitation.• Do not dispense directly onto dry cement.• Do not use ACCELGUARD 80 with modified cements without consulting The Euclid Chemical Company.• Keep concrete from freezing until a minimum of 500 psi (3.5 MPa) is achieved.• In all cases, consult the Material Safety Data Sheet before use.

Directions for use

Specifications/Compliances• Fully complies with ASTM C 494, Type C and E admixture specifications• Fully complies with AASHTO M 194• ACI 201, Guide for Durable Concrete and ACI 302 Guide for Concrete Floor and Slab Construction prohibit the

use of chlorides in many types of concrete. ACCELGUARD 80 may be used in these types of concrete such as, floors over prestressed concrete or galvanized decking, floors containing two kinds of embedded metal, reinforced concrete in moist environments and/or exposed to chloride deicing salts

• ANSI/NSF STD 61 registered

Shelf Life2 years in original, unopened package.

PackagingACCELGUARD 80 is packaged in bulk, 275 gal (1041 L) totes, 55 gal (208 L) drums and 5 gal (18.9 L) pails.

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Accurate Concrete Systems Inc. Project : Westlake High School

37152 Sugar Ridge Rd. Westlake

North Ridgeville, OH 44039

Re : Mix Designs

3000 n/a Concrete .45 w/c Slab on Grade Source

440 Lbs. Cement type I St. Marys

110 Lbs. Type "F" Fly Ash Headwaters

1785 Lbs. # 8 Limestone Hanson

1435 Lbs. Concrete Sand Brugman

247 Lbs. Water Potable

4 oz/cwt WR 91 Euclid

14 oz/cwt Barrier 1 Barrier 1

.45 water cement ratio

3-5" maximum slump

2500 n/a Concrete .45 w/c Slab on Grade Source

400 Lbs. Cement type I St. Marys

80 Lbs. Type "F" Fly Ash Headwaters

1785 Lbs. # 8 Limestone Hanson

1465 Lbs. Concrete Sand Brugman

211 Lbs. Water Potable

4 oz/cwt WR 91 Euclid

14 oz/cwt Barrier 1 Barrier 1

.45 water cement ratio

3-5" maximum slump

Westview Concrete requests copies of test results for

monitoring and verification of concrete mixes

Westview Concrete Corporation

26000 Sprague Road

Olmsted Falls, OH 44138

440-235-1806 (fax) 440-235-1893

March 26, 2012

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Westlake High School

Page 15: SHOP DRAWING REVIEW - MKC Associates, Inc. CSD/09-ED1-045… · ... Westview Concrete Mix Series 20% Fly Ash ... Type F Fly Ash 90 110 130 Lb A g g r e g a t e ... The typical dosage
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Product Data Sheet Manufacturer:

Barrier-1 Inc 1901 Tumblewater Blvd. Ocoee, Florida 34761 Ph: 877.224.5850 Fax: 866.594.3490 Email: [email protected] Website: www.barrier-1.com Product Description:

Barrier-1 is a very unique, complex formula that is free of all volatile organic compounds (VOC). It is specifically designed to have a natural chemical reaction with pre-existing elements inside the concrete to eliminate the route of moisture vapor emission through concrete by closing down the integral capillary system. The chemical reaction forms a permanent barrier (capillary break) which will become integral to the concrete and irremovable. Barrier-1 is a high performance concrete admixture. As such, it is integral to the concrete and will not interfere with the bonding of adhesives, resinous coatings or cementitious underlayments or levelers. Advantages:

By closing down the capillary system, hydration is uniform resulting in: higher density, higher strength, abrasion resistance, reduced slab warping, and concrete that is virtually impermeable. Technical Data:

Appearance: Colorless Odor: None Toxicity: None Flammability: None Ph: 11.3 Specific gravity: 1.17 Shelf Life: Indefinite Weight: 11.2 lbs per gallon Freeze Temp: 32°F Storage Temp: above 36°F Solvent: Water Acid Resistance: Excellent Hazardous Vapors: None Capillary Break: Calcium Silicate Hydrate Installation: All concrete Environmental Considerations:

Barrier-1 is environmentally safe and contains no VOCs. Further, Barrier-1 contains an anti-microbial biocide to inhibit mold and bacteria growth. Dispensing:

Barrier-1 is added at a rate of 14oz per 100 lbs. of total cementitious materials, at the tail end of the load and should be dosed within plus or minus 3%. Additional dosage may be required based on the mix design. Due to ease and accuracy of dosing, it is recommended that Barrier-1 be added at the batch plant; however, it can be added directly at the jobsite. If this is done, let drum rotate for 7 minutes before discharge.

Concrete Performance:

- Barrier-1 High Performance Concrete Admixture is not an accelerator or a retarder - It has little to no impact on set times - It has minimal impact on slump (not more than 0.5” loss) - May be used with all other admixtures with the exception of shrink reducing admixes (SRA) provided that such admixtures are added separately and the combination has no deleterious effect on the concrete - A water-to-cementitious material ratio (w/cm) of 0.42 to 0.52 is critical and it is imperative to comply with the mix design - Barrier-1 is used in lieu of that portion of the mix water, not in addition to the mix water (1 for 1 replacement) - Use of water reducing admixes is recommended to achieve slumps greater than 4” - With Barrier-1 there is reduced bleed water, creating a richer, creamier, undiluted paste and therefore facilitating finishing operations Curing:

For slabs to receive moisture sensitive flooring, Barrier-1 concurs with the recommendation of ACI 302.2R; “such slabs should be cured by being covered with waterproof paper, plastic sheets, or a combination of the two for 3 to 7 days”. However, a Barrier-1 dosed slab requires only 24 hours of curing by this method. Curing compounds may be used (with an understanding of their potential affect on subsequent flooring) and have no deleterious effects on the performance of Barrier-1 Additional Requirements:

A representative or agent of Barrier-1 manufacturer must be present at the jobsite during placement of all treated concrete. Do not proceed without this representative being present for certification. An Agent Of Barrier-1 Shall, In Most Instances, Be An Independent Concrete Inspection Company. This Inspection Company Will Provide Barrier-1 With Cylinders From Every Placement Of Concrete For Hydraulic Conductivity/Coefficient of Permeability Testing. These Tests are for Barrier-1’s Internal Quality Control and Warranty Purposes.

By conducting such rigorous testing on every day of placement, Barrier-1 is in full compliance with ASTM F710 mandate of testing every slab for moisture. Warranty:

Barrier-1 is formulated to eliminate the route of moisture vapor emission through concrete and meets or exceeds all guidelines pertaining to moisture emission as established by the flooring industry. This admixture carries a standard manufacturer’s warranty for ten (10) years against moisture vapor emission flooring failures, including all finish floor materials and labor. Contact manufacturer for more information on warranty condition, duration and remedies. Technical Services:

For technical assistance, contact your Barrier-1 Regional Manager indicating your state when you call. Phone: 877.224.5850 Email: [email protected] Fax: 866.594.3490 Website: www.barrier-1.com

Ph: 877.224.5850 Fax: 866.594.3490

Email: [email protected] Website: www.barrier-1.com 1901 Tumblewater Blvd. Ocoee, Florida 34761