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This special page shows all uploaded files.
Date | Name | Thumbnail | Size | User | Description | Versions |
---|---|---|---|---|---|---|
15:26, 30 May 2014 | DownTown Detroit Panorama.png (file) | 280 KB | Greenes2 | Downtown Detorit Panorama at the Monument to Joe Louis | 1 | |
09:49, 29 May 2014 | Table712.3.png (file) | 8 KB | HarrisR18 | Viscosities of approved healer sealer materials. | 1 | |
09:47, 29 May 2014 | Table712.2.png (file) | 10 KB | HarrisR18 | Viscosities of approved thin epoxy overlay materials. | 1 | |
08:57, 29 May 2014 | I-96 Livonia.png (file) | 1.07 MB | Greenes2 | Concrete Paving I-96 in Livonia | 1 | |
13:24, 27 May 2014 | Fig716.04.png (file) | 650 KB | HarrisR18 | Proper handling with lifting straps | 1 | |
13:17, 27 May 2014 | Fig716.04.jpg (file) | 117 KB | HarrisR18 | 2 | ||
13:07, 27 May 2014 | Fig716.03.png (file) | 443 KB | HarrisR18 | Damage to shop applied coating during erection | 1 | |
13:06, 27 May 2014 | Fig716.02.png (file) | 377 KB | HarrisR18 | Faying surfaces and stenciling | 1 | |
13:06, 27 May 2014 | Fig716.01.png (file) | 757 KB | HarrisR18 | Slip Coefficient Class B Certification | 1 | |
08:43, 20 May 2014 | Fig712.10.png (file) | 818 KB | HarrisR18 | Thin overlay failuer due to improper surface preperation. | 1 | |
08:32, 20 May 2014 | Fig712.27.png (file) | 465 KB | HarrisR18 | 1 | ||
08:28, 20 May 2014 | Fig712.11.png (file) | 890 KB | HarrisR18 | 1 | ||
08:24, 20 May 2014 | Fig712.91.png (file) | 642 KB | HarrisR18 | 1 | ||
08:04, 20 May 2014 | Fig712.2.png (file) | 488 KB | HarrisR18 | 1 | ||
14:32, 19 May 2014 | Fig712.25.png (file) | 100 KB | HarrisR18 | 2 | ||
13:50, 19 May 2014 | Table712.8.png (file) | 30 KB | HarrisR18 | 1 | ||
12:57, 19 May 2014 | Cost manual 712(2).png (file) | 57 KB | HarrisR18 | 1 | ||
12:56, 19 May 2014 | Projectchecklist2.png (file) | 58 KB | HarrisR18 | 1 | ||
12:55, 19 May 2014 | Table712.1.png (file) | 219 KB | HarrisR18 | 2 | ||
12:55, 19 May 2014 | Fig712.212.png (file) | 508 KB | HarrisR18 | 1 | ||
12:54, 19 May 2014 | Fig712.29.png (file) | 1.15 MB | HarrisR18 | 1 | ||
12:54, 19 May 2014 | Fig712.231.png (file) | 59 KB | HarrisR18 | 1 | ||
12:54, 19 May 2014 | Fig712.28.png (file) | 1.99 MB | HarrisR18 | 1 | ||
12:53, 19 May 2014 | Fig712.232.png (file) | 56 KB | HarrisR18 | 1 | ||
12:52, 19 May 2014 | Fig712.26.png (file) | 1.13 MB | HarrisR18 | 1 | ||
12:51, 19 May 2014 | Fig712.24.png (file) | 614 KB | HarrisR18 | 1 | ||
12:51, 19 May 2014 | Fig712.23.png (file) | 273 KB | HarrisR18 | 1 | ||
12:50, 19 May 2014 | Fig712.22.png (file) | 219 KB | HarrisR18 | 1 | ||
12:50, 19 May 2014 | Fig712.21.png (file) | 915 KB | HarrisR18 | 1 | ||
12:49, 19 May 2014 | Fig712.20.png (file) | 875 KB | HarrisR18 | 1 | ||
12:49, 19 May 2014 | Fig712.17.png (file) | 582 KB | HarrisR18 | 1 | ||
12:48, 19 May 2014 | Fig712.16.png (file) | 870 KB | HarrisR18 | 1 | ||
12:47, 19 May 2014 | Fig712.15.png (file) | 1.74 MB | HarrisR18 | 1 | ||
12:47, 19 May 2014 | Fig712.14.png (file) | 962 KB | HarrisR18 | 1 | ||
12:46, 19 May 2014 | Fig712.13.png (file) | 442 KB | HarrisR18 | 1 | ||
12:45, 19 May 2014 | Fig712.12.png (file) | 594 KB | HarrisR18 | 2 | ||
12:44, 19 May 2014 | Fig712.9.png (file) | 818 KB | HarrisR18 | 1 | ||
12:44, 19 May 2014 | Fig712.7.png (file) | 791 KB | HarrisR18 | 1 | ||
12:43, 19 May 2014 | Fig712.6.png (file) | 429 KB | HarrisR18 | 1 | ||
12:43, 19 May 2014 | Fig712.5.png (file) | 1.5 MB | HarrisR18 | 1 | ||
12:42, 19 May 2014 | Fig712.4.png (file) | 109 KB | HarrisR18 | 1 | ||
12:42, 19 May 2014 | Fig712.3.png (file) | 32 KB | HarrisR18 | 2 | ||
09:50, 19 May 2014 | Cost maunal 712(21).png (file) | 58 KB | HarrisR18 | 1 | ||
09:31, 19 May 2014 | Fig712.1.png (file) | 785 KB | HarrisR18 | Figure 712.1 Square the patch to avoid multiple corners as best as possible. | 1 | |
12:59, 12 May 2014 | Fig 708-11.png (file) | 226 KB | Greenes2 | Figure 708-11 Crack comparator for measuring crack width | 1 | |
12:58, 12 May 2014 | Fig 708.10.png (file) | 400 KB | Greenes2 | Figure 708.10 – Major deficiency – improper consolidation of concrete and expose prestressing strands and steel reinforcement | 1 | |
12:58, 12 May 2014 | Fig 708.9.png (file) | 318 KB | Greenes2 | Figure 708.9 – Major deficiency – spalled bottom corner and exposed prestressing strands at the end of a box beam | 1 | |
12:57, 12 May 2014 | Fig 708.8.png (file) | 416 KB | Greenes2 | Figure 708.8 – Minor damage – spalled bottom corner at the end of a box beam | 1 | |
12:57, 12 May 2014 | Fig 708.7.png (file) | 324 KB | Greenes2 | Figure 708.7 – Minor damage – broken corner at end of PCI girder | 1 | |
12:56, 12 May 2014 | Fig 708.6.png (file) | 342 KB | Greenes2 | Figure 708.6 – Minor surface defect – honeycombing of PCI girder | 1 |