6A-gravel

6A Gravel

Size: 1" x 3/8"

Gradations

Moscow 2206-6A

04/30/2021

Procedure

Sieve/Test

Average

Unit

MDOT 6A
  1" (25mm) 99.7 % 95-100
  3/4" (19mm) 83.6 %  
  1/2" (12.5mm) 36.8 % 30-60
  3/8" (9.5mm) 14.6 %  
  #4 (4.75mm) 1.5 %  
  #8 (2.36mm) 1.3 % 0-8
  #16 (1.18mm) 1.3 %  
  #30 (.6mm) 1.2 %  
  #50 (.3mm) 1.1 %  
  #100 (.15mm) 1.1 %  
  #200 (75µm) 0.85 % 0.0-3.0
ASTM C-131 LA Abrasion (B,500) 21.9 %  
  Wash Loss (#200/75um) 0.8 % 0.0-2.0
ASTMC127 Absorption 1.4 %  
ASTMC127 Absorption 1.4 %  
  Total Moisture 2.22 %  
ASTMC127 SPGR (Dry,Gsb) 2.632    
ASTMC127 SPGR (SSD) 2.669    
ASTMC127 SPGR (Apparent,Gsa) 2.732    
ASTM C29 Unit Wt (Loose) 93 lb/ft3  
ASTM C29 Unit Wt (Rodded) 103 lb/ft3  
ASTM C29 Unit Wt SSD (Loose) 94 lb/ft3  
ASTM C29 Unit Wt SSD (Rodded) 104 lb/ft3  
ASTM C29 Voids (Loose) 43 %  
ASTM C29 Voids (Rodded) 37 %  

 

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Patterson Road 2322-6A Gravel

04/12/2021

Procedure

Sieve/Test

Average

Unit

6A Spec
  1 1/2" (37.5mm) 100.0 %  
  1" (25mm) 97.5 % 95-100
  3/4" (19mm) 75.5 %  
  1/2" (12.5mm) 41.0 % 30-60
  3/8" (9.5mm) 18.4 %  
  #4 (4.75mm) 2.1 % 0-8
  #8 (2.36mm) 1.0 %  
  #16 (1.18mm) 0.9 %  
  #30 (.6mm) 0.8 %  
  #50 (.3mm) 0.7 %  
  #100 (.15mm) 0.7    
  #200 (75µm) 0.58    
  -#200 (75um) 0.6    
  Wash Loss (#200/75um) 0.5    
  Total Moisture 2.16    

 

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Burmeister 2063-MDOT 6A C Gravel

04/12/2021

Procedure

Sieve/Test

Average

Unit

MDOT 6A
  1 1/2" (37.5mm) 100.0 % 100-100
  1" (25mm) 96.9 % 95-100
  3/4" (19mm) 64.6 %  
  1/2" (12.5mm) 36.4 % 30-60
  3/8" (9.5mm) 6.1 %  
  #4 (4.75mm) 2.5 % 0-8
  #8 (2.36mm) 2.2 %  
  Wash Loss (#200/75um) 0.8 % 0.0-1.0

 

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Newport 2006-6A MI Limestone

04/30/2021

Procedure

Sieve/Test

Average

Unit

1"x 3" Limestone
  1 1/2" (37.5mm) 100.0 % 100-100
  1" (25mm) 99.3 % 95-100
  3/4" (19mm) 79.5 %  
  1/2" (12.5mm) 44.0 % 30-60
  3/8" (9.5mm) 26.4 %  
  #4 (4.75mm) 5.6 % 0-8
  #8 (2.36mm) 2.8 %  
  Wash Loss (#200/75um) 1.3 % 0.0-2.0
ASTM C70 Total Moistureum) 4.2 %  

 

All Sampling and testing are preformed with accordance ASTM Section 4 Construction Volume 4.02 and MDOT

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