1、监理巡视过程中发现施工单位现场挡墙混凝土浇筑未做及时养护，当场要求

1, found during the inspection supervision and construction units on-site pouring concrete retaining wall without making timely maintenance, the spot requires immediate rectification, the rectification has been completed. <br>2, G75 + 000 culvert pipe and plate steel binding template does not meet the requirements of the drawings support, after acceptance by rectification; (see photo) <br>3, a lower headpiece G116 steel pipe pile embedded in the ground, require the construction unit check the number of steel pipe piles. (See photo), " <br>1, 230 + G147 drain groove bottom surface dust test stones is not clean, the scene has been requested for rectification, and to complete the rectification (see photo) <br>" 1, Wall Friction Pile locking disc plate steel lashing drawings reservation fails protective layer, the protective layer thickness does not meet the requirements of the drawings; site supervision requirements for rectification, and to complete the rectification (see photo) <br>2, yellow sand entering the quality does not meet specifications and drawings, it has issued a notice supervision single, and conduct exit (see photo) "The same batch of sand- <br><br> <br>checking materials approach the situation.

1, supervision and inspection process found that the construction unit site retaining wall concrete pouring did not do timely maintenance, on the spot requirements for immediate rectification, has now completed rectification.<br>2, G75-000 pipe culvert cover steel strapping and template support does not meet the requirements of the drawings, after rectification acceptance passed; (see photo for details) 3, G116 under the top beam of a steel pipe pile buried in the soil, the construction unit is required to check the number of steel pipe piles. <br>(see photo) <br>1, G147 and 230 drainage ditch trench bottom floating earth stone has not been cleaned up, the scene has been required to carry out rectification, and rectification completed (see photo)<br>"1, anti-slip pile wall lock plate bottom plate steel tied not in accordance with the drawing requirements reserved protection layer, the thickness of the protective layer does not meet the requirements of the drawing; <br><br>2, entering the yellow sand quality does not meet the specifications and drawing requirements, has issued a supervision notice, and the same batch of yellow sand exit (see photo) " Check the entry of materials.

1. In the process of supervision and inspection, it was found that the retaining wall concrete pouring of the construction company was not cured in time, and rectification was required immediately on the spot, which has been completed.<br>2. G75 + 000 pipe culvert cover plate reinforcement binding and formwork support do not meet the requirements of the drawings, and pass the acceptance after rectification; (see photo for details)<br>3. A steel pipe pile under G116 top beam is buried in the soil, and the construction company is required to check the number of steel pipe piles. (see photo for details)“<br>1. The floating soil and stones at the bottom of G147 + 230 drainage ditch inspection groove have not been cleaned up. Rectification has been required on site and completed (see photo for details).<br>"1. The anti slide pile wall lock plate bottom plate reinforcement binding did not reserve the protective layer according to the requirements of the drawings, and the thickness of the protective layer did not meet the requirements of the drawings; the site supervision required rectification and rectification was completed (see the photo for details).<br>2. If the quality of yellow sand entering the site does not meet the requirements of specifications and drawings, a supervision notice has been issued and the same batch of yellow sand has been removed (see the photo for details).“<br>Check the mobilization of materials.<br>