& PS TEsT HOUSE WPS 401S0:9001:2015 Certified & NABL Accredited Laboratory TEST REPORT ssuedto fi Report No: 151/NPS/BLY 106/2022 The Executive Engineer, : Construction Division-III OE eee PWD, Gorakhpur Date of Testing: 27/06-04/07/2022 Date of Receipt: 27/06/2022 | Letter No:-83/CampST Letter Date: 25/06/2022 N.O.W: Remaining urban part of NH-28 in Gorakhpur.(ffom Kalesar to Jagdeeshpur) Description of Sample: : Soil Ss. Location Parameters Unit Test Result Test No. Method T KM-1 COR Value (Soaked) % 336 15-2720 (P-16) z [Maximum Dry Density gee i995 183720 (Pant 8) 3 [Optimum Moisture Content % 119 IS 2720 (Part 8) 1 KM-3 CBR Value (Soaked) % 4.76 18-2720 (P-16) 2 Maximum Dry Density wee 1.938 1S 2720 (Part 8) 3 (Optimum Moisture Content} % 128 182720 (Part 8) 1 KM-S, ‘BR Value (Soaked) % 4.98 18-2720 (P-16) aa 2 [Maximum Dry Density gcc 1.956 IS 2720 (Part 8) 3 Optimum Moisture Content| 128 152720 (Part 8) 1 KM-7 CBR Value (Soaked) %. 469 15-2720 (P-16) 2 Maximum Dry Density wee 1913 1S 2720 (Part 8) 3 (Optimum Moisture Content) % 136 1S 2720 (Part 8) H KM-9 CBR Value (Soaked) %. 493 18-2720 (P-16) Ai ‘Maximum Dry Density wee 1922 152720 (Part 8) 3 ‘Optimum Moisture Content| % 123 12720 (Part 8) 1 KM-15 BR Value (Soaked) % 4.83 18-2720 (P-16) 2 Maximum Dry Density wee 7.946 1S 2720 (Part 8) 3 Optimum Moisture Content % 13.2 IS 2720 (Part 8) ‘| 1 K-18 CBR Value (Soaked) % 479 1S-2720 (P-16) 2 Maximum Dry Density glee 1,985 1$2720(Part8) | 3 Optimum Moisture Content % 127 IS 2720 (Part 8) | Page:-1/2NPS TEST HOUSE “MPS *1S0.9001:2015 Certified & NABL Accredited Laboratory TEST REPORT Issued to | The Executive Engineer, ‘Construction Division-II] PWD, Gorakhpur Report No: 151/NPS/BLY106/2022 Date of Repo + 04/07/2022 Date of Testing: 27/06-04/07/2022 Date of Receipt: 7106/2022 | Letter No:-83/CampST Letter Date: 25/06/2022 Description of Sample: oil ['N.O.W: Remaining urban pant of NH28 in Gorakhpur.(from kalesar to Jagdeeshpur) Reais motes aeeicicmesenenenst TT ae S.No] Location Parameters Unit Test Result Test Method i KM21 [CBR Value (Soaked % T9R 15-2720 (P-16) 2 Maximum Dry Density wee 1913 153720 (Part 8) 3 [Optimum Moisture Content % m8 182720(Parn'8) | 7 K-25 CBR Value (Soaked) % 475 15-2720 (P-16) all Maximum Dry Density glee 1.961 18 2720 (Part 8) 3 Optimum Moisture Content | % 126 152720 (Part 8) 1] KM29 BR Value (Soaked) % 4.94 18-2720 (P-16) | z Maximum Dry Der wee 1933 15 2720 (Part 8) 3 Optimum Moisture Content | % 12 152720 (Par) Page:-1/2 **8+E nd Report****NPS Test House “MPS ¥150.9001:2015 Certified & NABL Accredited Laboratory TEST REPORT | Tssued to Report No: 131/NPS/BLY103/2022 The Executive Engineer, Construction Division-III Dake cteeerk Nt ueiza PWD, Gorakhpur Date of Testing: 27/06-04/07/2022 Date of Receipt: 27/06/2022 Letter No:-83/CampST = Letter Date: 25/06/2022 | N.O.W: Ramgarhtal Project (internal Road) - _ Description of Sample: : Soil =| Location | Parameters Unit Test Result Test Method T BR Value (Soaked) % 5.05 1S-2720 (P-16) Lea Maximum Dry Density ‘gice L916 IS 2720 (Part 8) [Optimum Moisture Content) % 123 152720 (Part 8) __| BR Value (Soaked) % 492 15-2720 (P-16) KM2 [Maximum Dry Density wee 1.931 1s 2720(Pant8) _| Optimum Moisture Content} % 119) 182720 (Part 8) sss+Bnd Report*™** SMMMMMMT EAT eeNPS TEST HOUSE MPS ‘0180 9001:2015 Certified & NABL Accredited Laboratory TEST REPORT Issued to Report No: 1S1/NPS/BLY104/2022 | The Executive Engineer, [ec eae a eee a Construction Division-II] Date of Report: 04/07/2022 PWD, Gorakhpur | Date of Testing: 27/06-04/07/2022 Date of Receipt: 27/06/2022 | Letter No:-83/CampST Letter Date: 25/06/2022 N.O.W: Gorakhpur Kasya Road (Urban Road) oil Description of Sample: S.- | Location Parameters Unit Test Result Test No. Method T BR Value (Soakedy % 478 15-2720 (P-16) z KM-| [Maximum Dry Density wee 1.983 1S 2720 (Pari 8) 3 ‘Optimum Moisture Content] __% 119 1S 2720 (Part 8) T BR Value (Soaked) % 498 18-2720 (P-16) 2 KM2 [Maximum Dry Density wee 1.963, 1S2720(Part8) _| 3 [Optimum Moisture Content] % 124 IS 2720 (Part 8) *<**End Report™*** iS é Te bimtewecoe mentee ttasepronennesoamneNPS Test House MPS 401150:9001:2015 Certified & NABL Accredited Laboratory TEST REPORT [Issued to Report No: 151/NPS/BLY1( The Executive Engineer, Construction Division-IIL Dale ef Report: 04/07/2022 PWD, Gorakhpur Date of Testing: 27/06-04/07/2022 Date of Receipt: 27/06/2022 Letter No:-83/CampST Letter Date: 25/06/2022 |N.O.W: Bhathat baans Sthan Road | Deseription of Sample: : Soil ; S. | Location Parameters Unit Test Result Test No. Method T KM-1___ CBR Value (Soaked) % 305 15-2720 (P-16) 2 | Maximum Dry Density gee 1,923 1S 2720 (Part 8) es Optimum Moisture Content] __% 124 152720 (Part 8) T KM-3 CBR Value (Soaked) % 498 15-2720 (P-16) z Maximum Dry Density gee 1.953 1S 2720 (Part 8) 3 (Optimum Moisture Content} % Ba 18 2720 (Part 8) 1 KMS (CBR Value (Soaked) % 475 18-2720 (P-16) 2 Maximum Dry Density glee 1.963 152720 (Part 8) 3 [Optimum Moisture Content] % 1.9 182720 (Pants) | T KM7___ CBR Value (Soaked) % 5.10 18-2720 (P-16) 2 Maximum Dry Density gee 1.907 1S 2720 (Part 8) 3 [Optimum Moisture Content] % 126 152720 (Part 8) T KM-9_ CBR Value (Soaked) % 4.90 15-2720 (P-16) = Maximum Dry Density Bee 1931 1S 2720 (Part 8) 3 ‘Optimum Moisture Content] % 13.1 1S 2720 (Part 8) 1 BR Value (Soaked) % 3.07 1S-2720 (P-16) 2 KM-11 [Maximum Dry Density wee 1.893 1S 2720 (Part 8) lees (Optimum Moisture Content | % 116 1S 2720 (Part 8) ****End Report**** ULL LLL