Not Used
92-1.04 PAYMENT
If asphalt binder is paid for as a bid item, the payment quantity for any type of asphalt binder is measured by weight
If a partial load of asphalt binder is used and a scale is not available within 20 miles, the weight of asphalt binder remaining on the transporting vehicle may be determined from volumetric measurements provided that the asphalt binder is delivered in a calibrated tank with a measuring stick and calibration card or trucks equipped with a vehicle tank meter and a calibrated thermometer that determines the asphalt binder temperature at delivery.
Before converting the volume to weight, the volume measured must be reduced to what the asphalt binder would occupy at 60 degrees F. Use the following conversion table to convert asphalt binder volume to weight:
Conversion Table
|
t
|
A
|
B
|
t
|
A
|
B
|
t
|
A
|
B
|
-13
|
1.0257
|
1.0294
|
22
|
1.0133
|
1.0152
|
57
|
1.0010
|
1.0012
|
-12
|
1.0253
|
1.0290
|
23
|
1.0129
|
1.0148
|
58
|
1.0007
|
1.0008
|
-11
|
1.0250
|
1.0286
|
24
|
1.0126
|
1.0144
|
59
|
1.0003
|
1.0004
|
-10
|
1.0246
|
1.0282
|
25
|
1.0122
|
1.0140
|
60
|
1.0000
|
1.0000
|
-9
|
1.0243
|
1.0277
|
26
|
1.0119
|
1.0136
|
61
|
0.9996
|
0.9996
|
-8
|
1.0239
|
1.0273
|
27
|
1.0115
|
1.0132
|
62
|
0.9993
|
0.9992
|
-7
|
1.0236
|
1.0269
|
28
|
1.0112
|
1.0128
|
63
|
0.9989
|
0.9988
|
-6
|
1.0232
|
1.0265
|
29
|
1.0108
|
1.0124
|
64
|
0.9986
|
0.9984
|
-5
|
1.0228
|
1.0261
|
30
|
1.0105
|
1.0120
|
65
|
0.9982
|
0.9980
|
-4
|
1.0225
|
1.0257
|
31
|
1.0101
|
1.0116
|
66
|
0.9979
|
0.9976
|
-3
|
1.0221
|
1.0253
|
32
|
1.0098
|
1.0112
|
67
|
0.9975
|
0.9972
|
-2
|
1.0218
|
1.0249
|
33
|
1.0094
|
1.0108
|
68
|
0.9972
|
0.9968
|
-1
|
1.0214
|
1.0245
|
34
|
1.0091
|
1.0104
|
69
|
0.9968
|
0.9964
|
0
|
1.0211
|
1.0241
|
35
|
1.0087
|
1.0100
|
70
|
0.9965
|
0.9960
|
1
|
1.0207
|
1.0237
|
36
|
1.0084
|
1.0096
|
71
|
0.9961
|
0.9956
|
2
|
1.0204
|
1.0233
|
37
|
1.0080
|
1.0091
|
72
|
0.9958
|
0.9952
|
3
|
1.0200
|
1.0229
|
38
|
1.0077
|
1.0087
|
73
|
0.9954
|
0.9948
|
4
|
1.0197
|
1.0225
|
39
|
1.0073
|
1.0083
|
74
|
0.9951
|
0.9944
|
5
|
1.0193
|
1.0221
|
40
|
1.0070
|
1.0079
|
75
|
0.9947
|
0.9940
|
6
|
1.0189
|
1.0217
|
41
|
1.0066
|
1.0075
|
76
|
0.9944
|
0.9936
|
7
|
1.0186
|
1.0212
|
42
|
1.0063
|
1.0071
|
77
|
0.9940
|
0.9932
|
8
|
1.0182
|
1.0208
|
43
|
1.0059
|
1.0067
|
78
|
0.9937
|
0.9928
|
9
|
1.0179
|
1.0204
|
44
|
1.0056
|
1.0063
|
79
|
0.9933
|
0.9924
|
10
|
1.0175
|
1.0200
|
45
|
1.0052
|
1.0059
|
80
|
0.9930
|
0.9920
|
11
|
1.0172
|
1.0196
|
46
|
1.0049
|
1.0055
|
81
|
0.9926
|
0.9916
|
12
|
1.0168
|
1.0192
|
47
|
1.0045
|
1.0051
|
82
|
0.9923
|
0.9912
|
13
|
1.0165
|
1.0188
|
48
|
1.0042
|
1.0047
|
83
|
0.9919
|
0.9908
|
14
|
1.0161
|
1.0184
|
49
|
1.0038
|
1.0043
|
84
|
0.9916
|
0.9904
|
15
|
1.0158
|
1.0180
|
50
|
1.0035
|
1.0039
|
85
|
0.9913
|
0.9900
|
16
|
1.0154
|
1.0176
|
51
|
1.0031
|
1.0035
|
86
|
0.9909
|
0.9897
|
17
|
1.0151
|
1.0172
|
52
|
1.0028
|
1.0031
|
87
|
0.9906
|
0.9893
|
18
|
1.0147
|
1.0168
|
53
|
1.0024
|
1.0027
|
88
|
0.9902
|
0.9889
|
19
|
1.0144
|
1.0164
|
54
|
1.0021
|
1.0023
|
89
|
0.9899
|
0.9885
|
20
|
1.0140
|
1.0160
|
55
|
1.0017
|
1.0019
|
90
|
0.9895
|
0.9881
|
21
|
1.0136
|
1.0156
|
56
|
1.0014
|
1.0016
|
91
|
0.9892
|
0.9877
|
Notes:
t = observed temperature in degrees F
A = multiplier for reducing volumes to the basis of 60 °F, for asphalt binder with density at 60 °F of 60.3 pcf or higher
B = multiplier for reducing volumes to the basis of 60 °F, for asphalt binder with density at 60 °F of from 53.1 to 60.2 pcf
|
Conversion Table—Continued
|
t
|
A
|
B
|
t
|
A
|
B
|
t
|
A
|
B
|
92
|
0.9888
|
0.9873
|
127
|
0.9768
|
0.9736
|
162
|
0.9648
|
0.9601
|
93
|
0.9885
|
0.9869
|
128
|
0.9764
|
0.9732
|
163
|
0.9645
|
0.9597
|
94
|
0.9881
|
0.9865
|
129
|
0.9761
|
0.9728
|
164
|
0.9641
|
0.9593
|
95
|
0.9878
|
0.9861
|
130
|
0.9757
|
0.9724
|
165
|
0.9638
|
0.9589
|
96
|
0.9874
|
0.9857
|
131
|
0.9754
|
0.9720
|
166
|
0.9634
|
0.9585
|
97
|
0.9871
|
0.9853
|
132
|
0.9750
|
0.9716
|
167
|
0.9631
|
0.9581
|
98
|
0.9867
|
0.9849
|
133
|
0.9747
|
0.9713
|
168
|
0.9628
|
0.9578
|
99
|
0.9864
|
0.9845
|
134
|
0.9744
|
0.9709
|
169
|
0.9624
|
0.9574
|
100
|
0.9861
|
0.9841
|
135
|
0.9740
|
0.9705
|
170
|
0.9621
|
0.9570
|
101
|
0.9857
|
0.9837
|
136
|
0.9737
|
0.9701
|
171
|
0.9617
|
0.9566
|
102
|
0.9854
|
0.9834
|
137
|
0.9733
|
0.9697
|
172
|
0.9614
|
0.9562
|
103
|
0.9850
|
0.9830
|
138
|
0.9730
|
0.9693
|
173
|
0.9611
|
0.9558
|
104
|
0.9847
|
0.9826
|
139
|
0.9726
|
0.9689
|
174
|
0.9607
|
0.9555
|
105
|
0.9843
|
0.9822
|
140
|
0.9723
|
0.9685
|
175
|
0.9604
|
0.9551
|
106
|
0.9840
|
0.9818
|
141
|
0.9720
|
0.9682
|
176
|
0.9600
|
0.9547
|
107
|
0.9836
|
0.9814
|
142
|
0.9716
|
0.9678
|
177
|
0.9597
|
0.9543
|
108
|
0.9833
|
0.9810
|
143
|
0.9713
|
0.9674
|
178
|
0.9594
|
0.9539
|
109
|
0.9830
|
0.9806
|
144
|
0.9709
|
0.9670
|
179
|
0.9590
|
0.9535
|
110
|
0.9826
|
0.9802
|
145
|
0.9706
|
0.9666
|
180
|
0.9587
|
0.9532
|
111
|
0.9823
|
0.9798
|
146
|
0.9703
|
0.9662
|
181
|
0.9583
|
0.9528
|
112
|
0.9819
|
0.9794
|
147
|
0.9699
|
0.9658
|
182
|
0.9580
|
0.9524
|
113
|
0.9816
|
0.9790
|
148
|
0.9696
|
0.9654
|
183
|
0.9577
|
0.9520
|
114
|
0.9812
|
0.9787
|
149
|
0.9692
|
0.9651
|
184
|
0.9573
|
0.9516
|
115
|
0.9809
|
0.9783
|
150
|
0.9689
|
0.9647
|
185
|
0.9570
|
0.9513
|
116
|
0.9805
|
0.9779
|
151
|
0.9685
|
0.9643
|
186
|
0.9567
|
0.9509
|
117
|
0.9802
|
0.9775
|
152
|
0.9682
|
0.9639
|
187
|
0.9563
|
0.9505
|
118
|
0.9799
|
0.9771
|
153
|
0.9679
|
0.9635
|
188
|
0.9560
|
0.9501
|
119
|
0.9795
|
0.9767
|
154
|
0.9675
|
0.9631
|
189
|
0.9556
|
0.9497
|
120
|
0.9792
|
0.9763
|
155
|
0.9672
|
0.9627
|
190
|
0.9553
|
0.9493
|
121
|
0.9788
|
0.9759
|
156
|
0.9668
|
0.9624
|
191
|
0.9550
|
0.9490
|
122
|
0.9785
|
0.9755
|
157
|
0.9665
|
0.9620
|
192
|
0.9546
|
0.9486
|
123
|
0.9781
|
0.9751
|
158
|
0.9662
|
0.9616
|
193
|
0.9543
|
0.9482
|
124
|
0.9778
|
0.9748
|
159
|
0.9658
|
0.9612
|
194
|
0.9540
|
0.9478
|
125
|
0.9774
|
0.9744
|
160
|
0.9655
|
0.9608
|
195
|
0.9536
|
0.9474
|
126
|
0.9771
|
0.9740
|
161
|
0.9651
|
0.9604
|
196
|
0.9533
|
0.9471
|
Notes:
t = observed temperature in degrees F
A = multiplier for reducing volumes to the basis of 60 °F, for asphalt binder with density at 60 °F of 60.3 pcf or higher
B = multiplier for reducing volumes to the basis of 60 °F, for asphalt binder with density at 60 °F of from 53.1 to 60.2 pcf
|
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