Difference between revisions of "Sand material specifications"
(Created page with " <center><font size=3>'''Sand material specifications'''.</font size><br> Link to this table</center> <table class="sortable"><tr> <th>Paramet...") |
m |
||
| Line 1: | Line 1: | ||
| − | <center><font size=3>''' | + | <center><font size=3>'''This table shows sand material specifications'''.</font size><br> |
Link to this [[Sand material specifications|table]]</center> | Link to this [[Sand material specifications|table]]</center> | ||
<table class="sortable"><tr> | <table class="sortable"><tr> | ||
| Line 18: | Line 18: | ||
<td>AASHTO M-43</td> | <td>AASHTO M-43</td> | ||
<td>1.5” to 3.5”</td> | <td>1.5” to 3.5”</td> | ||
| − | <td> | + | <td> </td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
| Line 47: | Line 47: | ||
<tr> | <tr> | ||
<td>Concrete (Castin-place)</td> | <td>Concrete (Castin-place)</td> | ||
| − | <td>See local Standards and Specs. | + | <td>See local Standards and Specs. f’c = 3,500 psi, normal weight, airentrained; re-enforcing to meet ASTM 615-60</td> |
<td>n/a</td> | <td>n/a</td> | ||
<td>on-site testing of poured-inplace concrete required: 28 day strength and slump test; all concrete design (cast-in-place or precast) not using previously approved State or local standards requires design drawings sealed and approved by a licensed professional structural engineer.</td> | <td>on-site testing of poured-inplace concrete required: 28 day strength and slump test; all concrete design (cast-in-place or precast) not using previously approved State or local standards requires design drawings sealed and approved by a licensed professional structural engineer.</td> | ||
| Line 65: | Line 65: | ||
</table> | </table> | ||
| + | [[category:table]] | ||
Revision as of 17:41, 14 February 2013
Link to this table
| Parameter | pecification | Size | Notes |
|---|---|---|---|
| Sand | clean AASHTO M-6 or ASTM C-33 concrete sand | 0.02” to 0.04” | Sand substitutions such as Diabase and Graystone #10 are not acceptable. No calcium carbonated or dolomitic sand substitutions are acceptable. Rock dust cannot be substituted for sand. |
| Under-drain Gravel | AASHTO M-43 | 1.5” to 3.5” | |
| Geotextile Fabric (if required) |
ASTM D-4833 (puncture strength - 125 lb.) ASTM D-1117 (Mullen Burst Strength - 400 psi) ASTM D-4632 (Tensile Strength - 300 lb.) |
0.08” thick equivalent opening size of #80 sieve | Must maintain 125 gpm per sq. ft. flow rate. Note: a 4” pea gravel layer may be substituted for geotextiles meant to separate sand filter layers. |
| Impermeable Liner (if required) |
ASTM D-4833 (thickness) ASTM D-412 (tensile strength 1,100 lb., elongation 200%) ASTM D-624 (Tear resistance - 150 lb./in) ASTM D-471 (water adsorption: +8 to -2% mass) |
30 mil thickness | Liner to be ultraviolet resistant. A geotextile fabric should be used to protect the liner from puncture. |
| Under-drain Piping | ASTM D-1785 or AASHTO M-278 | 8” rigid schedule 40 PVC | 3/8” perf. @ 6” on center, 4 holes per row; minimum of 3” of gravel over pipes; not necessary underneath pipes |
| Concrete (Castin-place) | See local Standards and Specs. f’c = 3,500 psi, normal weight, airentrained; re-enforcing to meet ASTM 615-60 | n/a | on-site testing of poured-inplace concrete required: 28 day strength and slump test; all concrete design (cast-in-place or precast) not using previously approved State or local standards requires design drawings sealed and approved by a licensed professional structural engineer. |
| Concrete (precast) | per pre-cast manufacturer | n/a | SEE ABOVE NOTE |
| non-rebar steel | ASTM A-36 | n/a | structural steel to be hotdipped galvanized ASTM A-123 |