Type Gsb, the proving ring factor and, per specimen, % bitumen, height, weights, Gmm, proving ring reading, correction factor and flow, or leave the sheet empty to print a blank format. Worked out as you type: b = 100 − a, volume g = f − e, Gmb h = d / g, Va = (i − h) / i × 100, VMA = 100 − h × b / Gsb, VFB = (k − j) / k × 100, load n = m × proving ring factor, corrected load = o × n, and the average of each set. Typed values are saved for this project.
| MARSHALL STABILITY TEST RESULT (AS PER ASTM D-1559) | ||||||||||||||||
Grade of Bitumen: |
Date of Casting: |
|||||||||||||||
Source of Aggregate: |
Date of Testing: |
|||||||||||||||
Bulk specific gravity of aggregate (Gsb): |
Sp.Gravity of Bitumen (Gb): |
|||||||||||||||
Effective Specific Gravity of Aggregate (Gse): |
P.Ring correction factor: |
|||||||||||||||
| % of Bitumen by Wt. of Mix | % of Aggregate =100-a | Height (mm) | Wt. in Air in gms | Wt. in Water in gms | S.S.D Weight in gms | Volume g = f-e | Density = d/g (Gmb) | Gmm | Va = ((i-h) / i)*100 | V.M.A = 100-((h*b)/Gsb) | V.F.B = ((k-j)/k)*100 | P.R.R | Marshall Stability | Flow (mm) | ||
| Load = m* | Corr. Factor | Corr. Load = o*n | ||||||||||||||
| a | b | c | d | e | f | g | h | i | j | k | l | m | n | o | p | q |
| Remarks: | ||||||||||||||||
|
Name:
Date:
Contractor's Representative
|
Name:
Date:
Concessionaire's/PMC Representative
|
Name:
Date:
IE's Representative
|