AASHTO PP 87 : 2017(R 2019)
Current
The latest, up-to-date edition.
PRACTICE FOR SLURRY SEAL DESIGN
Hardcopy , PDF
English
01-01-2017
Important note : Users cannot be edited or removed once added to your Multi user PDF.
1. SCOPE
2. REFERENCED DOCUMENTS
3. SIGNIFICANCE AND USE
4. EVALUATION OF MATERIALS
5. DESIGN PROCESS
6. DETERMINING MIX TIME
7. DETERMINING SLURRY SEAL CONSISTENCY
8. DETERMINING SET AND CURE CHARACTERISTICS
(TRAFFIC READINESS)
9. DETERMINING BINDER CONTENT
10. DETERMINING ASPHALT-TO-AGGREGATE
COMPATIBILITY
11. REPORT
12. KEYWORDS
Performs for mix design evaluation uses mixture properties to determine the proportions of emulsified asphalt, mineral aggregate, water, mineral filler, and additives to produce a slurry seal job-mix formula.
| DevelopmentNote |
Included in AASHTO HM. (08/2017)
|
| DocumentType |
Standard Practice
|
| Pages |
3
|
| ProductNote |
THIS STANDARD ALSO REFERS TO :ISSA TB 100,ISSA TB 106,ISSA TB 109,ISSA TB 113,ISSA TB 114,ISSA TB 139
|
| PublisherName |
American Association of State Highway and Transportation Officials
|
| Status |
Current
|
| AASHTO M 85 : 2015 | SPECIFICATION FOR PORTLAND CEMENT |
| AASHTO M 208 : 2001 | SPECIFICATION FOR CATIONIC EMULSIFIED ASPHALT |
| AASHTO M 303 : 1989(R2019) | SPECIFICATION FOR LIME FOR ASPHALT MIXTURES |
| NSF 60 : 2016 | DRINKING WATER TREATMENT CHEMICALS - HEALTH EFFECTS |
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