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Beyond the Pavement Patch Applications of Maturity Testing for Bridges, Structures and Pre-Cast Concrete Presented by John P. Gnaedinger, Pres. Con-Cure.

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Presentation on theme: "Beyond the Pavement Patch Applications of Maturity Testing for Bridges, Structures and Pre-Cast Concrete Presented by John P. Gnaedinger, Pres. Con-Cure."— Presentation transcript:

1 Beyond the Pavement Patch Applications of Maturity Testing for Bridges, Structures and Pre-Cast Concrete Presented by John P. Gnaedinger, Pres. Con-Cure Corporation, St. Louis, MO July 19, 2006

2 Willow Island Cooling Tower Collapse 51 Workers were killed when a cooling tower collapsed. It was shown that the primary cause was “green” concrete. In-place strength was lower than test cylinder strength, leading to interest in better in-place strength determinations.

3 Pavement Patches And Maturity Testing DOTs and paving contractors have benefited from Maturity Testing for years.DOTs and paving contractors have benefited from Maturity Testing for years. Allows pavement patches to be opened to traffic quickly without the need to cast, cure, transport and test concrete test samplesAllows pavement patches to be opened to traffic quickly without the need to cast, cure, transport and test concrete test samples Mainline paving operations are also benefiting from this testing by learning the soonest joints can be saw-cut.Mainline paving operations are also benefiting from this testing by learning the soonest joints can be saw-cut. Rapid acceptance because risks are minimalRapid acceptance because risks are minimal BUT… Beyond the Pavement Patch, there are many more applications that benefit from Maturity Testing! 

4 Estimating In-Situ Strength Development Need in-place strength for…Need in-place strength for… –Form removal –Application of Post-tensioning –Shore and reshore removal –Rapid Scheduling and Safety ESPECIALLY IN COLD WEATHER

5 Early form removal … Speeds up constructionSpeeds up construction Requires less form/shoring inventoryRequires less form/shoring inventory Allows other trades early accessAllows other trades early access Sooner completion dateSooner completion date Increases profitsIncreases profits

6 70F52F96F Relative Strength (to 100% 200% 50% Curing Temperature Effect of Curing Temperature on the rate of strength gain

7 ACI 318 & 301 Allow the Following Test Methods Field Cured Cylinders (ASTM C31 & C 39)Field Cured Cylinders (ASTM C31 & C 39) Cast-in-place Cylinders (ASTM C 873)Cast-in-place Cylinders (ASTM C 873) Penetration Resistance* (ASTM C 803)Penetration Resistance* (ASTM C 803) Pullout Strength* (ASTM C 900)Pullout Strength* (ASTM C 900) Break-off* (by ACI 301) (ASTM C 1150)Break-off* (by ACI 301) (ASTM C 1150) Maturity Testing* (ASTM C 1074)Maturity Testing* (ASTM C 1074) * require correlation * require correlation

8 Contractors need a … Simple Simple Economical Economical Reliable Reliable method to determine in-place strength.

9 Field-cured Cylinders “Cured same as structure” “Cured same as structure” Variable temperature differences Variable temperature differences Conservative strength estimate Conservative strength estimate Commonly used - simple & economical Commonly used - simple & economical Typically, Underestimate In-place Strength Typically, Underestimate In-place Strength

10 Comparison: Field-Cures vs. Reality =Larger mass =warmer temps & better hydration Structure =Larger mass =warmer temps & better hydration = smaller mass = cooler temps Test Cylinders= smaller mass = cooler temps “The Bathtub Test”

11 Proper quality control is essential... Fact: Test samples do not reflect the influence of temperature extremes, weather conditions, critical curing conditions, concrete thickness and any number of other actual job site conditions.Fact: Test samples do not reflect the influence of temperature extremes, weather conditions, critical curing conditions, concrete thickness and any number of other actual job site conditions. See Photo, next slide.See Photo, next slide.

12 Concrete Cylinders at jobsite. Date: March , 7:30 a.m. Ambient Temperature at the time the photo was taken: 38º F Curing conditions of deck: Heated & Covered, with full jacketing. The deck is hot The cylinders are not 

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15 From: Plante, et. al., “Influence of Curing Conditions on Concrete Specimens at Construction Site,” ACI Materials Journal V. 97, No. 2, March-April 2000, pp Referencing: Richardson, D. N., “Review of Variables that Influence Measured Concrete Compressive Strength,” N.A.A. Circular No. 132, 1991, p. 112.

16 Maturity Testing: A New Paradigm. Today: The construction industry relies on field-cured cylinder testing to determine strength of curing concrete. But New Techniques Exist: Using an established ASTM Standard, in-place strength can be determined accurately and instantly. 

17 Principle of Maturity Testing The temperature at which concrete is cured determines the strength of the concrete at any given point in time.

18 Principle of Maturity Testing The relationship between the temperature history of a concrete and its strength can be empirically determined, and is called its maturity index.

19 Principle of Maturity Testing Concrete of a given mix at the same maturity has approx. the same strength, regardless of the temperature and time history that made up that maturity.

20 Concrete Temperature Time M1 M2 M1=M2=M CONCRETE Cold Hot Concrete Strength M Maturity (EA or TTF) Concrete of a given mix at the same maturity has the same strength, regardless of the temperature and time history that made up that maturity.

21 Recognized, recommended and referenced Test Methods: ASTM C1074, “Standard Practice for Estimating Concrete Strength by the Maturity Method.”ASTM C1074, “Standard Practice for Estimating Concrete Strength by the Maturity Method.” ACI 306 (Chapter 6), 228 and many other referencesACI 306 (Chapter 6), 228 and many other references SHRP C376SHRP C376 AASHTOAASHTO OSHA Sec. 1926:171:B(c)OSHA Sec. 1926:171:B(c)

22 4 Steps of Maturity Testing Establish Maturity Curve for mix Embed sensors & launch maturity meters Read meters Interpret data

23 4 Steps of Maturity Testing Establish Maturity Curve for mix Embed sensors & launch maturity meters Read meters Interpret data

24 4 Steps of Maturity Testing Establish Maturity Curve for mix Embed sensors & launch maturity meters Read meters Interpret data

25 4 Steps of Maturity Testing Establish Maturity Curve for mix Embed sensors & launch maturity meters Read meters Interpret data

26 4 Steps of Maturity Testing Establish Maturity Curve for mix Embed sensors & launch maturity meters Read meters Interpret data The sensors are placed in the structure by drilling a small hole in the formwork and threading the sensor plug through the hole. The meter is attached below.

27 4 Steps of Maturity Testing Establish Maturity Curve for mix Embed sensors & launch maturity meters Read meters Interpret data Here, the sensor tip is protected from damage during placement operations by securing the wire and sensor to the underside of the rebar

28 View showing sensor and meter together, with wire running through formwork. Rebar Sensor Tip Wire Maturity Meter There is no limit to the number of meters that can be deployed for a given pour.

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31 4 Steps of Maturity Testing Establish Maturity Curve for mix Embed sensors & launch maturity meters Read meters Interpret data

32 4 Steps of Maturity Testing Establish Maturity Curve for mix Embed sensors & launch maturity meters Read meters Interpret data

33 4 Steps of Maturity Testing Establish Maturity Curve for mix Embed sensors & launch maturity meters Read meters Interpret data

34 4 Steps of Maturity Testing Establish Maturity Curve for mix Embed sensors & launch maturity meters Read meters Interpret data

35 4 Steps of Maturity Testing Establish Maturity Curve for mix Embed sensors & launch maturity meters Read meters Interpret data

36 Why Do Maturity Testing? The Benefits:

37 The Benefits of Maturity Testing. Pull cables and strip forms ASAP =Project Acceleration. Curing times are usually cut dramatically, esp. in the winter. Test cylinders typically lag far behind the structure. Extend the construction season.

38 The Benefits of Maturity Testing. Save money by assessing cold weather protection to ensure sufficient temperatures for curing without wasted heating. Can also allow early termination of external heating or thermal protection.

39 The Benefits of Maturity Testing. Open pavements to traffic sooner=get paid sooner Determine optimal saw-cut times

40 The Benefits of Maturity Testing. Save money by reducing or eliminating reliance on field-cured test samples. The High Cost of Waiting: What does it cost to have a crew waiting on the job for the field-cured samples to achieve the required strength when the slab is already there?

41 The Benefits of Maturity Testing. Improve site safety by not stripping forms or stressing cables too soon

42 The Benefits of Maturity Testing. Improve concrete quality by learning the temperature history of the concrete. Compensate for changes in field conditions on-the-fly.

43 The Benefits of Maturity Testing. –Reduce Costs and improve performance of concrete by optimizing mix designs Lower cement factors, controlled heat of hydration, at lower costLower cement factors, controlled heat of hydration, at lower cost Important in the age of cement shortagesImportant in the age of cement shortages

44 The Benefits of Maturity Testing. –Monitor critical areas of a structure. –Non-destructive, inexpensive and cost-effective.

45 When Should You Do Maturity Testing? The Applications:

46 Applications: Post-tensioned structuresPost-tensioned structures Cold & Hot Weather concretingCold & Hot Weather concreting Mass Concrete ProjectsMass Concrete Projects Pre-cast and prestressed concretePre-cast and prestressed concrete Parking GaragesParking Garages BridgesBridges High-rise concrete buildingsHigh-rise concrete buildings 

47 Expressed another way: Any time-sensitive placement where knowing the in-place strength would be beneficial for quality, engineering or economic reasons

48 Case Histories: Post-tensioned structures Parking garagesParking garages BridgesBridges High-rise concrete buildingsHigh-rise concrete buildings

49 Parking Garage: Children’s Hospital, St. Louis

50 Con-Cure conducted maturity testing for 33 pours at a post-tensioned parking structure in St. Louis during November, December, January, February, March and April.Con-Cure conducted maturity testing for 33 pours at a post-tensioned parking structure in St. Louis during November, December, January, February, March and April. Mix: Metro Concrete 6000psi mix with Microsilica and FiberMesh.Mix: Metro Concrete 6000psi mix with Microsilica and FiberMesh. Required strength to begin stessing operations: 3450psi.Required strength to begin stessing operations: 3450psi.

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52 5377 PSI 3.4 days EA

53 Parking Garage: Children’s Hospital, St. Louis Average in-place age to reach 3450: 27.1 hours. Range: hours. Ambient temp plays a role in this range. Also, amount of heating has tremendous impact.Average in-place age to reach 3450: 27.1 hours. Range: hours. Ambient temp plays a role in this range. Also, amount of heating has tremendous impact. Result:Result: –Faster construction because in-place strength higher than field-cured cylinders. –Better structure due to less heat being used. Saved at least one day for each pour, plus tremendous amounts of propane and labor to switch out tanks and for fire watch. Saved more than $5000 in one weekend alone.Saved at least one day for each pour, plus tremendous amounts of propane and labor to switch out tanks and for fire watch. Saved more than $5000 in one weekend alone.

54 Bridges: Creve Coeur Lake Bridge, St. Louis

55 Creve Coeur Lake Bridge Hundreds of individual post-tensioned segments using a high-early mix.Hundreds of individual post-tensioned segments using a high-early mix. Exceptional quality control and testing measures are being used.Exceptional quality control and testing measures are being used. Needed 3500psi to begin stressing PT.Needed 3500psi to begin stressing PT. –No problem achieving this in 12-18h in summer –Had trouble achieving this in 24-36h in winter. Concerned about cold weatherConcerned about cold weather

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57 Creve Coeur Lake Bridge MoDOT approved use of maturity testing to track in-place temps and strength gain to determine:MoDOT approved use of maturity testing to track in-place temps and strength gain to determine: –Stressing of PT –Stripping of travellers (forms) –Moving of travellers –Loading of structure –Cessation of external heating operations

58 Using maturity testing allowed the contractor to continue placing concrete even in very cold weather Prevented a complete shutdown of the project over the winter months, saving the contractor more than $2,000,000 in costs and liquidated damages State gained valuable experience and data to support the use of maturity testing on a wide variety of projects Creve Coeur Lake Bridge

59 High-rise concrete buildings: Plaza Residential 30-story tower, Clayton, MO 2001

60 =Con-Cure Meters = Almost 400 CY of concrete, poured in 6 hours 

61 On day 3, the cylinder with the Con-Cure meter attached was broken (4310psi) and the meter was read (4300psi)

62 Precast: Bridge Segments

63 Maturity meter, with temperature probe wired to rebar in wing of segment

64 Precast: Bridge Segments Meter Probe

65 Maumee Crossing Bridge (Toledo, OH): Because of well-controlled curing conditions and batching, precast operations lend themselves well to maturity testing.Because of well-controlled curing conditions and batching, precast operations lend themselves well to maturity testing. Far fewer cylinders need to be taken, saving time, money, space and labor.Far fewer cylinders need to be taken, saving time, money, space and labor. Allowed elimination of reliance on cylinders for determining stripping times, saving an average of 4 hours per segment.Allowed elimination of reliance on cylinders for determining stripping times, saving an average of 4 hours per segment. Heat Sink effect seen in early testing led to improved process and resultsHeat Sink effect seen in early testing led to improved process and results

66 CASE HISTORY: Bridge Culvert Sorry, this was such a small project I do not have any photos.Sorry, this was such a small project I do not have any photos. Still, this is as compelling a reason to use maturity testing as any of the others shown here, despite the fact that it was such a small project!Still, this is as compelling a reason to use maturity testing as any of the others shown here, despite the fact that it was such a small project!

67 Maturity Testing: A Stunning Real-World Example and Lessons Learned

68 Bridge Culvert, St. Louis MO Concrete placed February 2004, ambient temp range: 35F to 50F.Concrete placed February 2004, ambient temp range: 35F to 50F. Three maturity meters per placement.Three maturity meters per placement. Mo. DOT cylinders taken and monitored using maturity meters.Mo. DOT cylinders taken and monitored using maturity meters. Comparison between cylinder and in- place strengths/temperatures is startling:Comparison between cylinder and in- place strengths/temperatures is startling:

69 Temperature History Comparison

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72 2-day Strength Comparison In-place concrete

73 2-day Strength Comparison Test Cylinder

74 Lessons Learned: Superior mass of in-place concrete created nearly ideal curing conditions, even without applying external heat (propane). Deck was covered with insulating blanket only. Result: Contractor saved more than $3,900 in propane (2 pours).Superior mass of in-place concrete created nearly ideal curing conditions, even without applying external heat (propane). Deck was covered with insulating blanket only. Result: Contractor saved more than $3,900 in propane (2 pours). Monitoring test cylinders allowed contractor to “ignore” low breaks, speeding construction (early form removal).Monitoring test cylinders allowed contractor to “ignore” low breaks, speeding construction (early form removal).

75 Lessons Learned: Contractor fully deployed maturity testing on all projects due to extreme value on this job alone.Contractor fully deployed maturity testing on all projects due to extreme value on this job alone. Better quality control of test cylinders: Contractor learned firsthand just how far from reality some test cylinders can be. Contractor now ensures cylinders are cured properly.Better quality control of test cylinders: Contractor learned firsthand just how far from reality some test cylinders can be. Contractor now ensures cylinders are cured properly.

76 Lessons Learned: Better curing of cylinders led to higher degree of confidence in maturity readings.Better curing of cylinders led to higher degree of confidence in maturity readings.

77 Mass Concrete Application: The Lindbergh Tunnel,

78 Thermal differentials must be monitored closely. Mass concrete is special case because of risk of severe damage due to excessive heat buildupMass concrete is special case because of risk of severe damage due to excessive heat buildup Properly designed concrete mixes can perform well, but need for monitoring is acuteProperly designed concrete mixes can perform well, but need for monitoring is acute

79 Thermal differentials must be monitored closely. Probes are placed in center of mass and at the face. Temperatures are tracked over time.Probes are placed in center of mass and at the face. Temperatures are tracked over time. Monitoring temps allows earliest cessation of external heating opsMonitoring temps allows earliest cessation of external heating ops Maturity can be used to determine safe formwork stripping timeMaturity can be used to determine safe formwork stripping time

80 Mix Design Optimization With some routine testing, mix designs can be evaluated and optimized for the desired characteristics and reduced costs.With some routine testing, mix designs can be evaluated and optimized for the desired characteristics and reduced costs. This contractor saved more than $500,000 by optimizing the mix design.This contractor saved more than $500,000 by optimizing the mix design.

81 Maturity Testing has come of age. ACI 306 and OSHA will likely begin requiring the use of maturity testing for any cold weather projects. OSHA may require it for all concrete projects where someone can be injured by a failure.ACI 306 and OSHA will likely begin requiring the use of maturity testing for any cold weather projects. OSHA may require it for all concrete projects where someone can be injured by a failure. ACI 306 is drafting new performance- based criteria for cold weather placements. Will need to monitor CONCRETE temperature and maturity.ACI 306 is drafting new performance- based criteria for cold weather placements. Will need to monitor CONCRETE temperature and maturity.

82 Maturity Testing has come of age. Contractors who implement maturity testing now will have an edge when the new specifications are enacted.Contractors who implement maturity testing now will have an edge when the new specifications are enacted. Engineers who familiarize themselves with the uses and limitations of maturity testing will be in good shape to help contractors when this test is required.Engineers who familiarize themselves with the uses and limitations of maturity testing will be in good shape to help contractors when this test is required. Specify in-place testing for improved understanding of forces creating strengthSpecify in-place testing for improved understanding of forces creating strength

83 Thank you for the opportunity to speak to you today. Contact: John Gnaedinger, President Con-Cure Corporation St. Louis, Missouri Web Site:www.con-cure.com

84 Thank you for the opportunity to speak to you today. The Mini-CD contains PDF versions of all of our product literature as well as some more technical information, which you can print out at your convenience. Also, our web site contains a good deal of information about the science of maturity testing.


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