2013-08-27_REPORT - C1996083

• Permit No: C1996083
• IBM Index Class Name: REPORT
• Doc Date: 8/27/2013
• Doc Name: Certification Gob Pile #3 Haul Road
• From: J.E. Stover & Associates, Inc
• To: DRMS
• Permit Index Doc Type: Roads
• Email Name: SLB
• Email Name: SB1
• Media Type: D
• Archive: No

PHYSICAL PROPERTIES OF ASPHALT ]MIXTURES
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Project No.: 01003 - 0033 Reviewed By: .JAL Date: 12/04/12
Project name: Bowie Mine Sampled By: Client Date: -
Client Name: Buckhorn Gcotech Tested By: JV Date: 12/04/12
Sample Loention: -
Lab Number: 12.0049 Supplier: United Governing Authority: -
Sauiple Source: - Mix Design No: 220041 Binder Grade: 64 -22F
Mat /Lift: - of Mix Design Date: 5/23/12 A4ix Grading: SX75wRAP
Temperature (1): 254 Tonnage: 40 Time: - Ticket No.: -
100
90
80
70
rn
c
'� 00
a 50
c
40
30
20
10
0
Sieve Analysis
i
,
'Ile
W N 4
Sieve Size Raised to the .45 power
f
CP -31
Test Result
Specification
Material Property Procedm-e
Mix Design
Sample Avg.
Minimum Maximum
Asphalt Content, % (AC): CPL 5120 A
5.40
5.57
4.90 - 5.90
Maximum Theoretical Specific Gravity, g /ec (Gmmn): CP 51
2.441
2.449
- -
Maximmm Theoretical Unit Weight, pef: 62.24 Conv.
151.9
152.4
-
Compacted Mixtvre Specific Gravity, g /cc (Gmb): CPL 5115
2.341
Not Tested
-
Effective Voids, % (Va): CP44
4.1
Not Tested
- -
Voids in Mineral Aggregate, % (VMA): C1144
15.5
Not Tested
-
Voids Filled, % (VFA): CP44
74
Not Tested
41
100
90
80
70
rn
c
'� 00
a 50
c
40
30
20
10
0
Sieve Analysis
i
,
'Ile
W N 4
Sieve Size Raised to the .45 power
f
Record No. 1 LA
1
CP -31
Sieve Analysis
Specification
Sieve
Percent
Mill
Max
Size
Passing
3/4"
98
100
100
I /2"
95
90
100
318"
79
77
89
i14
56
56
66
118
41
40
50
1130
27
21
29
11200
6.5
4.2
8.2
Record No. 1 LA
1