25 TL Km. 475+615 (RHS) Invalid concrete cube test - - Box culvert A2 return Vide letter wall 2nd lift no. 26 TL Km. 450+143 Cracked found in Girder of - - Minor Bridge Vide letter no. 27 TL Ch.399.510 to Milling and strengthening - - 400.560 R/S (MCW) of major crack of existing Vide letter & carriageway no. Ch.422.720 to 423.000 R/S (MCW) 28 TL Ch. 453+500 to Mix Material - - 453+800 (RHS) as per IRC:111, Vide letter Table- 9 no. 29 TL Ch. 425+840 to Ch. Sub standard DBM Works - - 426+040 (RHS) ::- Vide letter 1. Longitudinal and no. transverse crack observed. 2. Many location geo glass grid exposed 3. Many location DBM thickness vary from 15mm to 25mm approx 30 TL Ch. 501+582 to Km. Left Service Road Separator - - 30/2016 501+962 (Left portion has inappropriate Vide letter Service Road width. no. Separator) 31 TL Km. 461+355, Girder cube test not as per - - no. 01 specification Vide Letter no.
25 TL Vide letter no. Km. 475+615 (RHS) Box culvert A2 return wall 2nd lift Invalid concrete cube test - - 26 TL Vide letter no. Km. 450+143 Cracked found in Girder of Minor Bridge - - 27 TL Vide letter no. Ch.399.510 to 400.560 R/S (MCW) & Ch.422.720 to 423.000 R/S (MCW) Milling and strengthening of major crack of existing carriageway - - 28 TL Vide letter no. Ch. 453+500 to 453+800 (RHS) Mix Material as per IRC:111, Table- 9 - - 29 TL Vide letter no. Ch. 425+840 to Ch. 426+040 (RHS) Sub standard DBM Works ::- 1. Longitudinal and transverse crack observed. 2. Many location geo glass grid exposed 3. Many location DBM thickness vary from 15mm to 25mm approx - - 30 TL 30/2016 Vide letter no. Ch. 501+582 to Km. 501+962 (Left Service Road Separator) Left Service Road Separator portion has inappropriate width. - - 31 TL Vide Letter no. Km. 461+355, Girder no. 01 cube test not as per specification - -
QUARTERLY%20PROGRESS%20REPORT%20JULY%20-%20SETEMBER-2016.docx