mandatory prepaving conference
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Mandatory Prepaving Conference. Micro-surfacing Construction. Section 37.3 .01C(3) Micro-surfacing . Topics to be covered. Mix Design Materials Equipment Construction Procedures Quality Control Quality Assurance. Mix design. Mix Design Proportion Limits - PowerPoint PPT PresentationTRANSCRIPT
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Mandatory Prepaving Conference
Micro-surfacing Construction
Section 37.3 .01C(3) Micro-surfacing
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Mix Design MaterialsEquipmentConstruction Procedures Quality ControlQuality Assurance
Topics to be covered
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Mix Design Proportion Limits
Submit laboratory test results and proposed Micro-surfacing mix design.
Mix design
Section 37-3.01D(4)(c)
Material Proportion limitsMicro-surfacing emulsion residual asphalt
5.5-9.5% of aggregate dry weight
Water and additives No limitMineral filler 0-3% of aggregate dry weight
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Micro-surfacing Mix Design Tests
Submit laboratory test results and proposed Micro-surfacing mix design.
Property International Slurry Surfacing Association
test method
Specification
Wet cohesion @30 minute (set), min kg-cm @ 60 minute (traffic), Min kg-cm
Technical Bulletin 1391220
Excess asphalt, max, g/m2 Technical Bulletin 139 540
Wet stripping, min, % Technical Bulletin 114 90
Wet track abrasion loss 6-day soak, max, g/m2
Technical Bulletin 110 810
Displacement Lateral, max, % Specific gravity after 1000 cycles of 57 kg max
Technical Bulletin 147A
5
2.10
Classification compatibility, min, grade points
Technical Bulletin 144(AAA, BAA) 11
Mix time @ 25o C Technical Bulletin 113 Controllable to 120 seconds
Section 37-3.01D(4)(c)
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Aggregate
Polymer Modified Asphaltic Emulsion
Mineral Filler
Materials
Section 37-3.02C(2), (3) & (4)
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Aggregate-must meet the following gradation -CT 202
Micro-surfacing Aggregate Gradings
Materials
Section 37-3.02A
Percent passing by aggregate typeSieve sizes II III3/8” 100 100No. 4 94-100 70-90No. 8 65-90 45-70No. 16 40-70 28-50No. 30 25-50 19-34No. 200 5-15 5-15
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Micro-surfacing aggregate-must meet the following quality characteristics
Aggregate Quality
a Crushed particles must have at least 1 fractured faceb California Test 211 must be performed on the aggregate before crushing.
Materials
Section 37-3.02A
Quality characteristic Test method Specification
Sand equivalent, min California Test 217 65Durability index, min California Test 229 65Percentage of crushed particles, mina
California Test 205 95%
Loss Angeles Rattler Loss at 500 revolutions Maxb
California Test 211 35%
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Homogeneous mixture of asphalt, polymer and emulsifier solution
Minimum 3% polymer by weight of residual asphalt
b
Materials, MICRO-SURFACING EMULSION
Section 37-3.02C
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.
b
Materials, MICRO-SURFACING EMULSION Micro-surfacing Emulsion
Section 37-3.02C(3)
Property Test Method
Value
Saybolt Furol Viscosity @25o C AASHTO T 59 15-90 Seconds
Sieve test, max a AASHTO T 59 0.30%
Settlement, 5 days, max b ASTM D 244 5%
Storage stability, 1 day, max AASHTO T 59 1%
Residue by evaporation California Test 331
62%
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Materials, MICRO-SURFACING EMULSION
Micro-surfacing Emulsion Residue by Evaporation Properties
Section 37-3.02C(3)
Property Test Method
Value
G* @ 20 oC, 10tad/sec, MPa AASHTO T 315 Report only
Penetration @ 25 oC AASHTO T 49 40-90
Phase angle @ 50 oC, 10rad/sec,PA (maximum)-PA base
AASHTO T 315 Report only
Softening point, min, oC AASHTO T 53 57
Stiffness @ -12 oC, Mpa, and M-value
AASHTO T313 Report only
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Portland cement is used as mineral filler
Must be Type I, Type II or Type III cement
Other additives may be added to control
the emulsion set time depending upon
weather conditions
Materials-Mineral filler & other additives
Section 37-3.02C(4)
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Truck mounted mixer-spreader unit or continuous
self loading mixing machine
Capable of proportioning micro surfacing emulsion
using a positive displacement pump.
Must be calibrated in compliance with Caltrans
Material Plant Quality Program (MPQP)
Variable Rate Emulsion Pump must be calibrated &
sealed in calibrated condition under Caltrans MPQP
Equipment
Section 37-3.03C(5)a
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Spreader boxes ≥ 8 ft. wide must have; Baffles or motor driven reversible augers Ensure uniform application on superelevated
sections and slopes Must have a series of strike off devices at
rear The leading strike off device must be;
Fabricated of suitable material such as steel or natural rubber Designed to maintain close contact with the pavement during
spreading Capable of obtaining the specified thickness Capable of being adjusted to the various pavement cross
sections
Equipment
Section 37-3.03C(5)b
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The final strike-off device must be ; Fabricated of flexible material that produces a uniform
smooth texture in the finished surface
Cleaned daily and changed if longitudinal scouring occurs in the micro-surfacing
Shoulder Equipment Edge box shoulders must form clean, straight
joints and edges
Equipment
Section 37-3.03C(5)b & c
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Scratch Course Box Scratch course box must have an adjustable steel
strike-off device for final strike-off Wheel Path Depression (Rut) Box must have
5-6 feet adjustable strike-off device to regulate depth
Hydraulic augers capable of: Moving the mixed material from the rear to the front of the
filling chamber Guiding larger aggregate into the deeper section of the wheel
path Forcing the finer material towards the outer edges of the
spreader box
Equipment
Section 37-3.03C(5)d & e
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Pneumatic Tired Rollers ≥ 3000 lbs. Load per wheel for scratch & rut fill courses
Self Propelled Power Brooms & Vacuums
If using truck mounted mixer spreaders for placement, minimum of two mixer spreaders required at site
Equipment
Section 37-3.03C(5)a & d
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Construction Procedures Proper surface preparation
Fog the pavement surface if necessary
Place approved micro surfacing mixture in wheel
path depressions (ruts) with a rut box
Do not apply more than 0.12’ thick layer at a time
Apply multiple times to fill the depressions
Allow Mat to Cure or Cool
Allow traffic to compact micro surfacing for 12 hours
before placing next micro surfacing layer.
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Construction- Surface Preparation-Existing Pavement
Section 37-2.03D Surface Preparation
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Construction- Surface Preparation-Existing Pavement
Section 37-2.03D Surface Preparation
Clean Pavement surface.
Remove loose particles of extraneous materials,
including paving and dirt.
Use non destructive methods such as flushing
and sweeping.
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Construction- Surface Preparation-Existing Pavement
Section 37-2.03D Surface Preparation
Cover all exposed facilities before micro surfacing application.
Reference all covered facilities properly for easy location.
After micro surfacing application, expose the covered facilities.
All starts and stops on roofing felt to ensure clean sharp joints
Fog the roadway surface before the spreader box
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Construction- REPAIR WHEEL PATH DEPRESSION
Fill wheel path depressions & irregularities with a
scratch course, where specified.
If the depressions are ≥1/2” use wheel path depression
(rut) box to fill the depressions
Place layers not ≥0.12’ in one pass.
Allow for 12 hours compaction by traffic before placing
the next layer.
Section 37-3.03D(2)(c)
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Construction –Applying MICROSURFACING
After filling the wheel path depressions &
irregularities with a scratch course, place the
final micro surfacing layer.
Allow Micro surfacing to cure and set.
Open to traffic after brooming.
Section 37-3.03D(2)(c)
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Construction- Joints Longitudinal and transverse joints must be; Uniform Straight Neat in appearance Butt type joints Without material build up Without uncovered areas On centerlines, lane lines, edge lines or shoulder lines With not more than 3” overlaps
Section 37-3.03D(4)(a)(i)
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Construction- WEATHER restrictions
Section 37-3.03D(4)(a)(ii)
Place when both pavement and air temperatures ≥ 50 oF and rising.
Do not place if pavement and air temperatures ≤ 50 oF and falling.
Expected high temperature ≤ 65 oF within 24 hour of placing.
No placement if rain is imminent or air temperature is expected to go below ≤ 36 oF.
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Quality CONTROL-CONTRACTOR
Section 37-3.02C(2)
Quality characteristic Test method Specification
Sand equivalent, min California Test 217 65Durability index, min California Test 229 65Percentage of crushed particles, mina
California Test 205 95%
Loss Angeles Rattler Loss at 500 revolutions Maxb
California Test 211 35%
Micro-surfacing aggregateAggregate Quality
a Crushed particles must have at least 1 fractured faceb California Test 211 must be performed on the aggregate before crushing.
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.
b
Quality Control-contractor
Micro-surfacing Emulsion
Section 37-3.02C(3)
Property Test Method
Value
Saybolt Furol Viscosity @25o C AASHTO T 59 15-90 Seconds
Sieve test, max a AASHTO T 59 0.30%
Settlement, 5 days, max b ASTM D 244 5%
Storage stability, 1 day, max AASHTO T 59 1%
Residue by evaporation California Test 331
62%
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Quality control-contractor
Micro-surfacing Emulsion Residue by Evaporation Properties
Section 37-3.02C(3)
Property Test Method
Value
G* @ 20 oC, 10tad/sec, MPa AASHTO T 315 Report only
Penetration @ 25 oC AASHTO T 49 40-90
Phase angle @ 50 oC, 10rad/sec,PA (maximum)-PA base
AASHTO T 315 Report only
Softening point, min, oC AASHTO T 53 57
Stiffness @ -12 oC, Mpa, and M-value
AASHTO T313 Report only
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Quality Control Pre-Application Inspection
Surface preparation Equipment inspection
• Continuous self loading mixing machine or truck mounted mixer spreader , min. 2 nos.• Spreader box• Shoulder equipment/Edge box• Scratch course box & wheel path depression box• Brooms
Section 37-3.03C(1), (2) &(3)
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Quality Control Pre-Application Inspection (cont.)
Micro surfacing application rate
Traffic control plan and setup
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Quality ASSURANCE - construction Inspection Micro surfacing aggregate application rates
Start & stop operations
Traffic Control & Trucking operation
Rolling
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Quality ASSURANCE - construction Inspection
Longitudinal joints – ensure no material buildup
Transverse joints – ensure clean joints, start and stop on roofing felt
Brooming to ensure absence of loose aggregate
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Quality Control /ASSURANCE Post-Application Inspection
Cleanup
Opening to traffic
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Thank you