FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS
PROJECT : CONSTRUCTION OF FLOOD MITIGATION STRUCTURE ALONG SURIGAO RIVER Final Depth : 30.00m. Prepared by: JIMMY MARTINEZ PROJECT : CONSTRUCTION OF FLOOD MITIGATION STRUCTURE ALONG SURIGAO RIVER Final Depth : 30.00m. Prepared by: JIMMY MARTINEZ
LOCATION : BRGY. QUEZON, SURIGAO CITY, SURIGAO DEL NORTE Elevation (m) : ________ Checked by: J.A. OCON LOCATION : BRGY. QUEZON, SURIGAO CITY, SURIGAO DEL NORTE Elevation (m) : ________ Checked by: J.A. OCON
CLIENT : DPWH SURIGAO CITY ENGINEERING DISTRICT Date Drilled: 12-19-17 Northing : ________ Sheet No. 01 CLIENT : DPWH SURIGAO CITY ENGINEERING DISTRICT Date Drilled: 12-19-17 Northing : ________ Sheet No. 01
Borehole No. 01 Water Elevation below G.S. (m) 1.00 m. Date Gauged: 12-20-17 Easting : _________ Borehole No. 01 Water Elevation below G.S. (m) 1.00 m. Date Gauged: 12-20-17 Easting : _________
DEPTH, m
N-VALUE N-VALUE
DEPTH, m
Sampling TYPE OF REC RQD NMC DESCRIPTION Soil Sampling TYPE OF REC RQD NMC DESCRIPTION Soil
LL PI Consistency % Core Recovery Remarks LL PI Consistency % Core Recovery Remarks
Depth (m) SAMPLING (cm/cm) (%) (%) (Visual Classification) Symbol Depth (m) SAMPLING (cm/cm) (%) (%) (Visual Classification) Symbol
0 10 20 30 40 50 60 0 10 20 30 40 50 60
(SM) Dark Gray Silty Fine SANDS, (SM) Dark Gray Silty Fine SANDS,
1.00 Non Plastic, moist 16.00 MEDIUM Non Plastic, moist
1.05 - 1.50 SPT 45/45 - 29 NL NI LOOSE 7 NB: (3)(3)(4) 16.05 - 16.50 SPT 45/45 - 28 NL NI DENSE 28 NB: (12)(13)(15)
2.00 17.00
(SM) Dark Gray Silty Fine SANDS, (SM) Dark Gray Silty Fine SANDS,
Non Plastic, moist MEDIUM Non Plastic, moist
3.00 2.55 - 3.00 SPT 45/45 - 25 NL NI LOOSE 8 NB: (4)(4)(4)
18.00 17.55 - 18.00 SPT - - 26 NL NI DENSE 33 NB: (13)(15)(18)
(SM) Dark Gray Silty Fine SANDS, (SM) Dark Gray Silty Fine SANDS,
4.00 Non Plastic, moist 19.00 MEDIUM Non Plastic, moist
4.05 - 4.50 SPT 45/45 - 28 NL NI LOOSE 10 NB: (4)(5)(5) 19.05 -19.50 SPT 45/45 - 27 NL NI DENSE 42 NB: (18)(20)(22)
5.00 20.00
(SM) Dark Gray Silty Fine SANDS, (SM) Dark Gray Silty Fine SANDS,
MEDIUM Non Plastic, moist
MEDIUM Non Plastic, moist
5.55 - 6.00 SPT 45/45 29 DENSE DENSE
6.00 - NL NI 11 NB: (5)(5)(6)
21.00 20.55 - 21.00 SPT 45/45 - 22 NL NI 50 NB: (22)(24)(26)
(SM) Dark Gray Silty Fine SANDS, (SM) Dark Gray Silty Fine SANDS,
7.00 MEDIUM Non Plastic, moist 22.00 VERY Non Plastic, moist
7.05 - 7.50 SPT 45/45 - 25 NL NI DENSE 12 NB: (5)(6)(6) 22.05 - 22.50 SPT 45/45 - 50 NL NI DENSE 62 NB: (26)(28)(34)
8.00 23.00 (CL) Grayish Sandy Lean
(SM) Dark Gray Silty Fine SANDS, CLAYS, Lowly Plastic,
MEDIUM Non Plastic, moist VERY very moist
9.00 8.55 - 9.00 SPT - - 28 NL NI DENSE 15 NB: (6)(7)(8)
24.00 23.55 - 24.00 SPT 45/45 - 51 53 30 DENSE 64 NB: (32)(32)(34)
(SM) Dark Gray Silty Fine SANDS, (CL)Grayish Lean CLAYS with
10.00 MEDIUM Non Plastic, moist 25.00 VERY SANDS, Medium Plastic, very moist
10.05 - 10.50 SPT 45/45 - 30 NL NI DENSE 17 NB: (7)(8)(9) 25.05 - 25.50 SPT 45/45 - 21 44 23 DENSE 66 NB: (34)(34)(36)
11.00 26.00
(SM) Dark Gray Silty Fine SANDS, (CL) Grayish Sandy Lean CLAYS,
MEDIUM Non Plastic, moist VERY Medium Plastic, very moist
12.00 11.55 - 12.00 SPT 45/45 - 30 NL NI DENSE 18 NB: (8)(8)(10)
27.00 26.55 - 27.00 SPT 45/45 - 24 46 24 DENSE 70 NB: (36)(36)(38)
(SM) Dark Gray Silty Fine SANDS, (CL) Grayish Sandy Lean CLAYS,
13.00 MEDIUM Non Plastic, moist 28.00 VERY Medium Plastic, very moist
13.05 - 13.50 SPT - - 25 NL NI DENSE 23 NB: (10)(11)(12) 28.05 - 28.50 SPT 45/45 - 26 45 24 DENSE 74 NB: (36)(36)(38)
14.00 29.00
(SM) Dark Gray Silty Fine SANDS, (CL) Grayish Sandy Lean
Non Plastic, moist VERY CLAYS, Lowly Plastic, very moist
15.00 14.55 - 15.00 SPT 45/45 - 32 NL NI DENSE 36 NB: (12)(13)(13) 30.00 29.55 - 30.00 SPT 45/45 - 21 41 22 DENSE 80 NB: (38)(40)(40)
HORIZONTAL CONTROL VERTICAL CONTROL
THE DATUM FOR THE PROJECT IS AN ASSUMED ELEVATION WHICH
THE AZIMUTH OF THIS PROJECT IS AN ASSUMED AZIMUTH
HAS NO REFERENCE TO SEA LEVEL. THE BENCH MARK (B.M.) NO. 1 WITH AN
ESTABLISHED BY THE MAGNETIC COMPASS, FOR THE TANGENT FROM P.I. NO. 0 AT
ASSUMED ELEVATION OF 50.997 m, MARKED "X" AT THE EXISTING FLOOD CONTROL
STA. 0+690.00 AND HAS AN AZIMUTH OF 106° 17' 00" AND A DISTANCE OF 20.00
STRUCTURE, OF P.I. NO 0 AT STA. 0+690.00 ESTABLISHED DURING THE PRELIMINARY
METERS TO THE NEXT P.I. NO. 1 AT STA. 0+756.70 THE AZIMUTH OF THE
SURVEY.
SUCCEEDING TANGENTS WERE DETERMINED BY ADDING OR SUBTRACTING
MEASURED ANGLE.
REPUBLIC OF THE PHILIPPINES PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED AND PREPARED: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO:
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
DETAILED ENGINEERING DESIGN PLAN
REGION - XIII CONSTRUCTION OF FLOOD MITIGATION STRUCTURE BORING LOGS
ALONG SURIGAO RIVER C
SURIGAO DEL NORTE SURIGAO CITY, SURIGAO DEL NORTE HORIZONTAL AND VERTICAL CONTROL DARREN JOHN S. VALIENTE NESAH B. DAPAR GINA P. SORIANO EMMANUEL J. CABANOS HENRY CRUZ J. MARAPAO 17
ENGINEER - I (JO) CHIEF, PLANNING AND DESIGN SECTION
2ND DISTRICT ENGINEERING OFFICE SOURCE OF FUND: REGULAR INFRASTRUCTURE 2019 DATE:
ENGINEER II
DATE: DATE:
ASSISTANT DISTRICT ENGINEER
DATE:
DISTRICT ENGINEER
DATE:
2 28 43
SURIGAO CITY
APPROPRIATION: Php 50,000,000.00
1ST DISTRICT PLANNING AND DESIGN SECTION
