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I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

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Can the PQI be used instead of a nuclear density gauge? It will take 36 readings in the PQI to reach the same confidence interval as with 4 readings in the nuclear density gauge

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Page 1: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

I took 3510 this Spring …What Can I do with it?

A collection of work related to what you learned (or should have) in 3510

Page 2: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Analysis of Data Using Statistics Field Density is a random variable

How can we measure it?

Nuclear Density Gauge Pavement Quality IndicatorPQI

vs.

Page 3: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Can the PQI be used instead of a nuclear density gauge?

f(x)

ZZ = 0 Z = +z1Z = -z2

12/2/ n

stxnstxP

It will take 36 readings in the PQI to reach the same confidence interval as with 4 readings in the nuclear density gauge

Page 4: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Analysis of Aggregate Properties Aggregates shape and gradation determine

its bearing capacity

Can it support a fully loadedSpace Shuttle?

Page 5: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Can Aggregate Support a fully loaded Space Shuttle?

19.0 mm Nominal Maximum Aggregate Size Gradation

0

20

40

60

80

100

Sieve Size to the 0.45 Power, mm

Cum

ulat

ive

Perc

ent P

assi

ng

Control PointsKSC

19.012.5 25.09.54.752.361.180.600

0.3000.0750.150

Gradations close to the maximum density line havemore contact points, thus are able to distribute the load

Page 6: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

How to stop an airplane? Concrete can transforms kinetic

energy into deformation

Page 7: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Aereated Concrete High strength concrete is not for every one…

High Concentrations of Tricalcium Aluminate can be used for lightweight concrete

Page 8: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Visco-elastic Materials Absorb Energy

Buckling Restrained Braces (BRBs) prevent buildings from excessive deformations Are new designs adequate?

Page 9: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Buckling Restrained Braces

Force-Displacement (LVDT average)(150k SP1)

-300

-200

-100

0

100

200

300

-4 -3 -2 -1 0 1 2 3 4

Displacement (in.)

Forc

e (k

ips)

Energy caused by cyclic deformations induced during seismic events can be dissipated

Page 10: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Compatibility of Asphalt and Aggregates

Roads are affected by moisture damage Does Binder Grade affect performance?

Page 11: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Hamburg test to simulate behaviorPolyPhosporic Acid increases the bond between the polar asphalt molecules and the aggregate, thus decreasing the potential for moisture damage.

Page 12: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Provide a smooth surface Durable and capable of

withstanding traffic

Page 13: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Las Vegas Grand Prix (2007)

A special solvent-less emulsion was used to create a bonded wearing course

Page 14: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Cold In-Place Recycling Quick and cost-effective road preservation

City of Ogden

24th Street

Page 15: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Fracture MechanicsRecycled asphalt layer provides some protection against Reflective cracking

Page 16: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Representative Volume Element Can small asphalt mixture beams be used

for quality control of paving materials?

Page 17: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Simple Quicker testsThe bending beam rheometer (BBR) can be used to test smallasphalt mixture beams and provide for quality control of materialsduring production and laydown

Page 18: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Coefficient of Thermal ExpansionAs the temperature drops, the concrete contracts leading to cracking.

A new test was developed andevaluated to measure CTE

Page 19: I took 3510 this Spring …What Can I do with it? A collection of work related to what you learned (or should have) in 3510

Emphasis in Materials?

Not a discipline on its own Transportation Structures Geotechnical Construction

Related Courses CVEEN 6920a: Construction Materials (S10?) CVEEN 7570: Advanced Materials (S10) CVEEN 5570: Pavement Design (F09)