Uploads by Greenes2
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This special page shows all uploaded files.
| Date | Name | Thumbnail | Size | Description | Versions |
|---|---|---|---|---|---|
| 08:16, 9 April 2014 | Fig711-03.png (file) |  |
52 KB | Bridge Barrier Railing, 2 Tube | 1 |
| 08:16, 9 April 2014 | Fig711-02.png (file) |  |
28 KB | Bridge Barrier Railing Type 5 | 1 |
| 08:15, 9 April 2014 | Fig711-01.png (file) |  |
30 KB | Bridge Barrier Railing Type 4 | 1 |
| 08:14, 9 April 2014 | Fig709-05.png (file) |  |
161 KB | Table 912-10 Preservation retention requirements. MDOT 2012 Standard Specifications for Construction. | 1 |
| 08:12, 9 April 2014 | Fig709-04.png (file) |  |
23 KB | Inspection Stamp for Glulam Lumber | 1 |
| 08:11, 9 April 2014 | Fig709-03.png (file) |  |
518 KB | Stress laminated deck system showing typical components. USDA-FPL-GTR-125 | 1 |
| 08:06, 9 April 2014 | Fig709-02.png (file) |  |
19 KB | Typical Lumber Grading Marks | 1 |
| 08:06, 9 April 2014 | Fig709-01.png (file) |  |
40 KB | Timber and Lumber Terminology | 1 |
| 16:58, 7 April 2014 | Letter - Procedures for Review of Contractor Claims.png (file) |  |
76 KB | Letter-Procedures for Review of Contractor Claims | 1 |
| 16:57, 7 April 2014 | IM11-07 CPF.png (file) |  |
59 KB | Claims Process Flow Chart | 1 |
| 14:24, 19 March 2014 | Flowchart 602-09.png (file) |  |
41 KB | Figure 602-9 Pavement Coring for Acceptance Flow Chart | 1 |
| 14:12, 19 March 2014 | Table 602 % increase strength.png (file) |  |
27 KB | Table 602 % increase strength.png | 1 |
| 13:37, 19 March 2014 | Fig 602-08.png (file) |  |
33 KB | Figure 602-8 Header Board Placement | 1 |
| 13:36, 19 March 2014 | Fig 602-07.png (file) |  |
40 KB | Figure 602-7 Transverse Expansion Joints | 1 |
| 13:36, 19 March 2014 | Fig 602-06.png (file) |  |
47 KB | Figure 602-6 Basket Pin and Basket Level | 1 |
| 13:35, 19 March 2014 | Fig 602-05.png (file) |  |
39 KB | Figure 602-5 Positioning Dowel Basket Assemblies | 1 |
| 09:56, 19 March 2014 | Fig 718-9.png (file) |  |
249 KB | Figure 9. Improper concrete placement | 1 |
| 09:56, 19 March 2014 | Fig 718-8.png (file) |  |
298 KB | Figure 8. Rebar cage being lowered into complete shaft | 1 |
| 09:55, 19 March 2014 | Fig 718-7.png (file) |  |
150 KB | Figure 7. Rebar cage spacers | 1 |
| 09:55, 19 March 2014 | Fig 718-6.png (file) |  |
59 KB | Figure 6. Soft rock core barrel | 1 |
| 09:55, 19 March 2014 | Fig 718-5.png (file) |  |
76 KB | Figure 5. Muck bucket bottom | 1 |
| 09:54, 19 March 2014 | Fig 718-4.png (file) |  |
124 KB | Figure 4. Muck bucket | 1 |
| 09:54, 19 March 2014 | Fig 718-3.png (file) |  |
98 KB | Figure 3. Single flight rock auger | 1 |
| 09:54, 19 March 2014 | Fig 718-2.png (file) |  |
270 KB | Figure 2. Double flight earth auger | 1 |
| 09:53, 19 March 2014 | Fig 718-1.png (file) |  |
189 KB | Figure 1. Typical drill rig set up | 1 |
| 14:00, 18 March 2014 | 103 Figure 1.jpg (file) |  |
56 KB | Figure 1 – Approval Thresholds for contract revisions | 1 |
| 12:16, 3 February 2014 | Fig 705-6.png (file) |  |
56 KB | Figure 6. Typical conical pile pile points | 1 |
| 12:16, 3 February 2014 | Fig 705-5.png (file) |  |
21 KB | Figure 5. Typical HP section pile points | 1 |
| 12:16, 3 February 2014 | Fig 705-4.png (file) |  |
77 KB | Figure 4. Typical helmet and cushion configuration | 1 |
| 12:15, 3 February 2014 | Fig 705-3.png (file) |  |
30 KB | Figure 3. Typical nylon hammer cushions | 1 |
| 12:15, 3 February 2014 | Fig 705-2.png (file) |  |
22 KB | Figure 2. Typical pile driving equipment set up | 1 |
| 12:14, 3 February 2014 | Fig 705-1.png (file) |  |
8 KB | Figure 1. Typical HP shape | 1 |
| 16:30, 29 January 2014 | Fig 704-8.png (file) |  |
1.21 MB | Figure 704-8: Typical cofferdam bracing with walers and struts | 1 |
| 12:39, 29 January 2014 | 714 Fig 5.png (file) |  |
902 KB | Figure 5. ASTM A6 permitted variations in sectional dimensions | 1 |
| 12:21, 29 January 2014 | 714 Fig 7.png (file) |  |
586 KB | Figure 7. Proper vibrating techniques in deep forms | 1 |
| 12:21, 29 January 2014 | 714 Fig 6.png (file) |  |
1.07 MB | Figure 6. ASTM A6 permitted variations in straightness | 1 |
| 12:20, 29 January 2014 | 714 Fig 5.jpg (file) |  |
1.17 MB | Figure 5. ASTM A6 permitted variations in sectional dimensions | 1 |
| 12:12, 29 January 2014 | 714 Fig 4.png (file) |  |
32 KB | Figure 4. Typical pile wall layouts | 1 |
| 12:11, 29 January 2014 | 714 Fig 3.png (file) |  |
40 KB | Figure 3. Typical soldier pile wall section | 1 |
| 12:10, 29 January 2014 | 714 Fig 2.png (file) |  |
65 KB | Figure 2. Typical formwork components | 1 |
| 12:10, 29 January 2014 | 714 Fig 1.png (file) |  |
42 KB | Figure 1. Shoring tower buckling modes | 1 |
| 16:10, 18 December 2013 | HMA2.jpg (file) |  |
50 KB | Cover Photo 2 for 501 | 1 |
| 16:08, 18 December 2013 | HMA1.jpg (file) |  |
93 KB | Cover Photo 1 for 501 | 1 |
| 16:04, 18 December 2013 | HMA1.png (file) |  |
19 KB | Cover Photo 1 for 501 | 1 |
| 09:37, 1 October 2013 | Density Inspection.jpg (file) |  |
374 KB | 1 | |
| 10:41, 27 September 2013 | Traffic Signal.jpg (file) |  |
131 KB | 1 | |
| 08:57, 28 June 2013 | DU Title Block image.jpg (file) |  |
71 KB | 1 | |
| 11:36, 25 March 2013 | Figure 101.04-1cont.png (file) |  |
62 KB | 1 | |
| 11:36, 25 March 2013 | Figure 101.04-1.png (file) |  |
87 KB | 1 |
