Bayshore Recycling Corp. - Industrial Recycling in New Jersey

PARTICLE SIZE DISTRIBUTION REPORT - DGA MATERIAL

Click graph to enlarge Sample No.: S-1
Source of Sample: Stockpile
Date: 07/18/02
Location:
Elev./Depth: N/A

% COBBLES % GRAVEL % SAND % FINES

COARSE FINE COARSE MEDIUM FINE SILT CLAY

0.0 22.8 42.1 16.5 9.0 5.3 4.3

SIEVE
SIZE PERCENT
FINER SPEC.*
PERCENT PASS?
(X=NO)

2 in.
1.5 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
#004
#008
#016
#030
#050
#100
#200 100.0
100.0
96.1
77.2
64.4
61.4
35.1
20.3
14.6
11.2
8.1
5.7
4.3
100.0 - 100.0

55.0 - 90.0

25.0 - 60.0

5.0 - 25.0

3.0 - 12.0

* NJ DOT Specification for DGA material as per sec. 901.08

Soil Description

DGA Material

Atterberg Limits

PL= LL= PI=

Coefficients

D₈₅= 21.7
D₃₀= 4.06
C_u= 19.31 D₆₀= 8.92
D₁₅= 1.26
C_c= 3.99 D₅₀= 6.74
D₁₀= 0.462

Classification

USCS= GP AASHTO= A-1-a

Remarks

Sample was dropped off by client on 07/10/02 and tested by Mr. Ripen Nagar on 07/11/02.
In-Situ %1.7 F.M.=5.66

PARTICLE SIZE DISTRIBUTION REPORT - 3/4 AGGREGATE

Click graph to enlarge Sample No.: S-2
Source of Sample: Stockpile
Date: 07/18/02
Location:
Elev./Depth: N/A

% COBBLES % GRAVEL % SAND % FINES

COARSE FINE COARSE MEDIUM FINE SILT CLAY

0.0 33.4 59.9 3.7 1.2 0.9 0.9

SIEVE
SIZE PERCENT
FINER SPEC.*
PERCENT PASS?
(X=NO)

2 in.
1.5 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
#004
#008
#016
#030
#050
#100
#200 100.0
100.0
95.0
66.6
34.2
19.2
6.7
3.4
2.5
2.0
1.6
1.2
0.9
100 - 100
95 - 100

25 - 60

0 - 10
0 - 5

* Specification for standard size of coarse aggregate as per sec. 901.2 for Size #57 stone

Soil Description

3/4 Aggregate

Atterberg Limits

PL= LL= PI=

Coefficients

D₈₅= 23.0
D₃₀= 11.9
C_u= 2.65 D₆₀= 17.7
D₁₅= 8.42
C_c= 1.19 D₅₀= 15.8
D₁₀= 6.69

Classification

USCS= GP AASHTO= A-1-a

Remarks

Sample was dropped off by client on 07/10/02 and tested by Mr. Ripen Nagar on 07/11/02.
In-Situ %MC=1.2 F.M.=6.97