ประกวดราคาจ้างก่อสร้างทางหลวงหมายเลข 1021 สาย อ.ดอกคำใต้ - อ.เทิง ตอน บ.เวียงเทิง - บ.ทุ่ง ตอน 1

subgraph DETAIL CASE I
C –> M{PROPOSED PROFILE GRADE LOWER THAN EXISTING ROAD SURFACE}

end

subgraph DETAIL CASE II
C –> N{PROPOSED PROFILE GRADE HIGHER THAN EXISTING ROAD
SURFACE O CM. UP TO 13 CM. (X = 0-13 СМ.)};
end
subgraph DETAIL CASE III
C –> O{PROPOSED PROFILE GRADE HIGHER THAN EXISTING ROAD
SURFACE MORE THAN 13 CM. UP TO 33 CM. (X > 13-33 см.)};
end

subgraph DETAIL CASE IV
C –> P{PROPOSED PROFILE GRADE HIGHER THAN EXISTING ROAD SURFACE MORE THAN 33 CM. UP TO 53 CM. (X > 33-53 см.)};
end

subgraph DETAIL CASE V
C –> Q{PROPOSED PROFILE GRADE HIGHER THAN
EXISTING ROAD SURFACE MORE THAN 50 CM. (X > 53 см.)};
end


SURVEY
VEY
DRAWN
CHECKED
ALIGNMENT
DESIGN
DRAFT
CHECKED
FIELD BOOK NO
PROFILE
EXISTING R.O.W.
EXISTING R.O.W.
2.60
-PROPOSED OR EXISTING ELECTRIC POLE
40100
OF SURVEY & CONSTRUCTION
PROPOSED OR EXISTING ELECTRIC POLE-
-STREET LIGHTING
20.00
20 00
250
SHOULDER
350
CARRIAGE WAY
350
CARRIAGE WAY 050
4 20
MEDIAN
350
350
050 CARRIAGE WAY
CARRIAGE WAY
250
SHOULDER
TACK COAT
PRIME COAT
TACK COAT
PRIME COAT
260
R.C. CURB & GUTTER
015 M. YELLOW SOLID LINE-
0 15 M. WHITE BROKEN LINE-
0 15 M. WHITE SOLID LINE-
2:1 OR VARIES
STRIP SODDING
WITH TOP SOIL 0.10 M
EXISTING
PROPOSED OR EXISTING ELECTRIC POLE
20 00
EXISTIN POID
BLOCK SODDING
R.C. CURB & GUTTER
-0.15 M YELLOW SOLID LINE
0.15 M. WHITE BROKEN LINE
PG.
PG
10%
10%
2.5%
2.5%
2.5%
2.5%
050(Min)
BENCHING
EDGE OF SHOULDER
-EARTH FILL IN MEDIAN
SEE DWG NO G-08 และดูหมายเหตุประกอบ
050(Min
CUT TO SUBGRADE LAYER
BENCHING
EDGE OF SHOULDER
440
SIDE WALK
300
SHOULDER
350
CARRIAGE WAY
350
CARRIAGE WAY
260
CONCRETE
SLAB BLOCK 40x40x4 CM.
EISTING STUν λεω
+
RETAINING STRUCTURE (IF NECESSARY)
RCP1.20 м.
R.C. MANHOLE TYPE “C”
1%
TACK COAT
PRIME COAT
15.60
0.05 M. ASPHALTIC CONCRETE WEARING COURSE (AC 40-50)
0.08 M. ASPHALTIC CONCRETE BASE COURSE (AC 40-50)
0.20 M. CRUSHED ROCK SOIL AGGREGATE BASE, LAB CBR.≥ 80% (MIN)
หรือพื้นทางดินซีเมนต์ มีค่า Unconfined Compressive Strength 21.00 กก./ตร.ซม.
0.20 M. SOIL AGGREGATE SUBBASE, LAB CBR. ≥ 25% (MIN.)
0.25 M. SELECTED MATERIAL “A”, LAB CBR. ≥ 10% (ΜΙΝ.)
EMBANKMENT, LAB CBR. ≥ 3% (ΜΙΝ.)
TYPICAL CROSS SECTION (1)
SCALE
STA.12+000.000
STA.13+700.000
STA.16+500.000 STA.22+500.000
100

graph LR
    subgraph Typical Cross Section (1)
        A[EXISTING R.O.W.] --> B(CARRIAGE WAY 350);
        B --> C[SHOULDER 250];
        C --> D[EARTH FILL IN MEDIAN];
        D --> E[BENCHING];
        E --> F[EDGE OF SHOULDER];
        F --> G[SIDE WALK 440];
        F --> H[SHOULDER 300];
        F --> I[CARRIAGE WAY 350];
        I --> J[CARRIAGE WAY 050];
    end
    subgraph Typical Cross Section (2)
       A[EXISTING R.O.W.] --> B(CARRIAGE WAY 350);
        B --> C[SHOULDER 250];
        C --> D[EARTH FILL IN MEDIAN];
        D --> E[BENCHING];
        E --> F[EDGE OF SHOULDER];
        F --> G[SIDE WALK 440];
        F --> H[SHOULDER 300];
        F --> I[CARRIAGE WAY 350];
        I --> J[CARRIAGE WAY 050];
    end

end

</diagram>


</page>

<page title="page 3">
</page>

<page title="page 4">
<table title="table 1" description="List of Sign Codes">
	<tr>
		<th>NO.</th>
		<th>LOCATION</th>
		<th>SIGN CODE</th>
		<th>REMARK</th>
		<th>NO.</th>
		<th>LOCATION</th>
		<th>SIGN CODE</th>
		<th>REMARK</th>
		<th>NO.</th>
		<th>LOCATION</th>
		<th>SIGN CODE</th>
		<th>REMARK</th>
		<th>NO.</th>
		<th>LOCATION</th>
		<th>SIGN CODE</th>
		<th>REMARK</th>
		<th>NO.</th>
		<th>LOCATION</th>
		<th>SIGN CODE</th>
		<th>REMARK</th>
	</tr>
	<tr>
		<td>1</td>
		<td>10+450.000 LT.</td>
		<td>2-2-75</td>
		<td>1021</td>
		<td>55</td>
		<td>14+627.500 LT.</td>
		<td>2-83-60</td>
		<td>1021</td>
		<td>109</td>
		<td>19+068.000 RT.</td>
		<td>2-2-75</td>
		<td>1021</td>
		<td>163</td>
		<td>23+420.000 LT.</td>
		<td>3-2-75 (8)</td>
		<td>1021</td>
		<td>217</td>
		<td>27+555.000 LT.</td>
		<td>2-16-75</td>
	</tr>
	<tr>
		<td>2</td>
		<td>10+487.500 LT.</td>
		<td>2-83-60</td>
		<td>1021</td>
		<td>56</td>
		<td>14+752.500 RT.</td>
		<td>1-2-90</td>
		<td>1021</td>
		<td>110</td>
		<td>19+339.000 RT.</td>
		<td>2-2-75</td>
		<td>1021</td>
		<td>164</td>
		<td>23+420.000 LT.</td>
		<td>3-16-50</td>
		<td>1021</td>
		<td>218</td>
		<td>27+555.000 RT.</td>
		<td>3-43-75 (1)</td>
	</tr>
</table>
</page>

<page title="page 5">
<table title="table 2" description="List of Sign Codes">
	<!-- Table data (too extensive to reproduce here) -->
</table>
</page>
<page title="page 1">
ITEM
DESCRIPTION
UNIT QUANTITY
REMARK
1
REMOVAL OF EXISTING STRUCTURES
3.1(3) SOIL AGGREGATE SUBBASE OR SOIL CEMENT SUBBASE
CU.M.
1.1 REMOVAL OF EXISTING ROADWAY CONCRETE BRIDGE
3.1(4) PAVEMENT RECYCLING FOR SUBBASE
1.1(1) AT STA.19+785.700
L.S.
1
3.1(4.1) PAVEMENT RECYCLING 20 CM THICK FOR SUBBASE
SQ.M.
1.1(2) AT STA
L.S.
3.1(4.2) PAVEMENT RECYCLING 25 CM THICK FOR SUBBASE
SQ.M.
1.2 REMOVAL OF EXISTING PEDESTRIAN BRIDGE
3.1(4.3) SOIL AGGREGATE SUBBASE FOR LEVELING
CU.M.
1.2(1) AT STA.
L.S.
3.1(4.4) PORTLAND CEMENT TYPE I FOR SUBBASE RECYCLING
REMARKS
THE QUANTITES AS SHOWN ON THIS DRAWING IS ONLY
PRELIMINARY ESTIMATED FOR CONSTRUCTION. THE ACTUAL
QUANTITES AS OF CONSTRUCTION STAGING SHALL BE COMPUTED
TO SUIT FOR THE FIELD CONDITION AS DIRECTED BY DEPARTMENT
OF HIGHWAY SUPERVISED ENGINEERS.
NOTE
สะพานลอยคนเดินข้ามให้ใช้ตามแบบมาตรฐาน
STANDARD DRAWINGS FOR PEDESTRIAN BRIDGES MAY 2004
สำนักสำรวจและออกแบบ
สำนักทางหลวง
2
ระหัสควบคุม
1021
แผนที
C1
SUMMARY OF QUANTITIES-I
ทางหลวงหมายเลข 1021 อ.ดอกคำใต้ - อ.เทิง
ตอน บ.เวียงเทิง – บ.ทุ่ง ตอน 1
ΤΟΝ
1.3 REMOVAL OF EXISTING BOX CULVERT
3.2 BASE COURSES
ITEM
DESCRIPTION
UNIT QUANTITY
REMARK
1.3(1) AT STA.12+132.450 SIZE 3-(2.10x1.80) M. LENGTH 12.00 Μ.
L.S.
DWG. GD-604
1
3.2(1) CRUSHED ROCK SOIL AGGREGATE TYPE BASE OR SOIL CEMENT BASE
CU.M.
54,400
4.8(4) TRANSVERSE CONSTRUCTION JOINT
M.
TO GD-606
1.3(2) AT STA.12+403.400 SIZE 3-(1.40x1.20) M. LENGTH 12.20 Μ.
L.S.
1
3.2(2) CRUSHED GRAVEL SOIL AGGREGATE TYPE BASE
DWG. GD-604
CU.M.
4.8(5) LONGITUDINAL CONSTRUCTION JOINT
M.
TO GD-606
1.3(3) AT STA.13+556.150 SIZE 2-(2.00x1.70) M. LENGTH 11.10 M.
L.S.
1
3.2(3) CEMENT MODIFIED CRUSHED ROCK BASE
DWG. GD-604
4.8(6) LONGITUDINAL CONTRACTION JOINT (FOR WIDER LANE WIDTH MORE THAN 4.50 Μ.) M.
TO GD-606
06
1.3(4) AT STA.13+870.250 SIZE 1-(2.00x1.70) M. LENGTH 13.20 Μ.
L.S.
1
3.2(3.2) CEMENT MODIFIED CRUSHED ROCK BASE
DWG. GD-604
1.3(5) AT STA.18+265.100 SIZE 2-(2.50x2.70) M. LENGTH 13.10 M.
L.S.
1
3.2(3.2) PORTLAND CEMENT TYPE I OR HYDROLIC CEMENT FOR BASE
CU.M.
ΤΟΝ
4.8(7) DUMMY JOINT
M.
TO GD-606
DWG. GD-604
4.8(8) EDGE JOINT
M.
TO GD-606
1.3(6) AT STA.20+268.000 SIZE 3-(2.10x2.10) M. LENGTH 15.00 M.
L.S.
1
3.2(4) SOIL CEMENT BASE
4.8(9) JOINT BETWEEN CONCRETE PAVEMENT AND FLEXIBLE PAVEMENT
M.
1.3(7) AT STA...........
SIZE
M. LENGTH
M.
L.S.
3.2(4.1) SOIL CEMENT BASE
CU.M.
4.8(10) LUG ANCHOR
M.
DWG. GD-604
TO GD-606
1.4 REMOVAL OF EXISTING PIPE CULVERTS
3.2(4.2) PORTLAND CEMENT TYPE I OR HYDROLIC CEMENT FOR SOIL CEMENT BASE
ΤΟΝ
4.8(11) GEOTEXTILE
SO.M.
1.4(1) PIPE CULVERT DIA. 0.60 Μ.
Μ.
90
3.2(5) PAVEMENT RECYCLING FOR BASE
4.9 JOINT PLAIN CONCRETE PAVEMENT (JPCP.)
DWG
SQ.M.
TO
1.4(2) PIPE CULVERT DIA. 0.80 M.
DWG.
M.
170
3.2(5.1) PAVEMENT RECYCLING 20 CM THICK FOR BASE
SQ.M.
4.9(1) JOINT PLAIN CONCRETE PAVEMENT
CM. THICK
SO.M.
TO
1.4(3) PIPE CULVERT DIA. 1.00 Μ.
M.
DWG.
20
3.2(5.2) PAVEMENT RECYCLING 25 CM THICK FOR BASE
SQ.M.
4.9(2) JOINT PLAIN CONCRETE PAVEMENT
CM.
SQ.M.
TO
1.4(4) PIPE CULVERT DIA. 1.20 Μ.
1.5 REMOVAL OF EXISTING CONCRETE PAVEMENT
1.6 REMOVAL OF EXISTING ASPHALT CONCRETE SURFACE
1.7 MILLING OF EXISTING ASPHALT CONCRETE SURFACE 10 CM. THICK
1.8 REMOVAL OF EXISTING BUS STOP SHELTER
1.9 REMOVAL OF EXISTING LIGHTING POLE
M.
3.2(5.3) LOOSE CRUSHED ROCK SOIL AGGREGATE TYPE BASE
DWG.
CU.M.
4.9(3) JOINT PLAIN CONCRETE PAVEMENT
.... CM.
M.
TO
SQ.M.
3.2(5.4) PORTLAND CEMENT OR HYDROLIC CEMENT TYPE I FOR BASE RECYCLING
ΤΟΝ
4.9(4) EXPANSION JOINT
DWG
M.
TO
SQ.M. 101,000
3.2(6) CEMENT TREATED BASE: CTB
4.9(5) CONTRACTION JOINT
DWG.
M.
TO
SQ.M.
3.2(6.1) CEMENT TREATED BASE
CU.M.
4.9(6) CONSTRUCTION JOINT
DWG.
M.
TO
EACH
DWG.
10
3.2(6.2) PORTLAND CEMENT TYPE I OR HYDROLIC CEMENT FOR CEMENT TREATED BASE TΟΝ
4.9(7) LONGITUDINAL JOINT
M
TO
DWG.
EACH
30
3.3 SHOULDER
4.9(8) DUMMY JOINT
M.
TO
1.10 REMOVAL OF EXISTING GUARDRAIL
M.
80
3.3(1) SOIL AGGREGATE SHOULDER
DWG.
CU.M.
4.9(9) EDGE JOINT
M.
TO
1.11 REMOVAL OF EXISTING CONCRETE BARRIER
M.
3.3(2) CRUSHED ROCK SOIL AGGREGATE SHOULDER
DWG.
CU.M.
4.9(10) JOINT BETWEEN CONCRETE PAVEMENT AND FLEXIBLE PAVEMENT
SQ.M.
TO
1.12 REMOVAL OF EXISTING DITCH LINING
SQ.M.
3.3(3) EARTH FILL VERGE
CU.M.
4.9(11) GEOTEXTILE
SQ.M.
1.13 REMOVAL OF EXISTING V-DITCH
M.
3.4 MATERIALS TO CONTROL PUMPING UNDER CONCRETE PAVEMENT
4.10 CONCRETE PAVEMENT REPAIRING
SQ.M.
1.14 REMOVAL OF EXISTING U-DITCH
M.
3.4(1) SAND CUSHION UNDER CONCRETE PAVEMENT
CU.M.
1.15 REMOVAL OF EXISTING CONCRETE CURB
M.
3.4(2) CRUSHED ROCK SOIL AGGREGATE UNDER CONCRETE PAVEMENT
CU.M.
5
STRUCTURES
1.16 REMOVAL OF EXISTING BASE
CU.M.
3.5 SCARIFICATION & RECOMPACT OF EXISTING PAVEMENT MATERIAL 10 CM. THICK
SQ.M.
9,500
5.1 CONCRETE BRIDGES
1.17 REMOVAL OF EXISTING CONCRETE PAVING BLOCK
SQ.M.
5.1(1) NEW CONCRETE BRIDGE
1.18 REMOVAL OF EXISTING MANHOLE
EACH
4
SURFACE COURSES
5.1(1.1) AT STA.12+132.450 ROADWAY WIDTH 11.00 M. (LT) SKEW O
M.
20.00
ดูแบบสะพาน
1.19 REMOVAL OF EXISTING TRAFFIC ROAD SIGNALS
L.S.
4.1 PRIME COAT & TACK COAT
SPAN (1x6.00)+(1x8.00)+(1x6.00) 20.00 Μ.
1.20 REMOVAL OF EXISTING OVERHANG SIGN
EACH
1.21 REMOVAL OF EXISTING PLAIN CONCRETE SLAB
SQ.M.
4.1(1) PRIME COAT
4.1(2) TACK COAT
SQ.M. 257,000
5.1(1.2) AT STA.12+132.450 ROADWAY WIDTH 11.00 M. (RT) SKEW O
M.
20.00 ดูแบบสะพาน
SQ.M. 252,900
SPAN (1x6.00)+(1x8.00)+(1x6.00) 20.00 Μ.
1.22 REMOVAL OF EXISTING KILOMETER STONE
EACH
1.23 REMOVAL OF EXISTING GUIDE POST
EACH
1.24 OTHER ...................
2
EARTH WORK
2.1 CLEARING AND GRUBBING
2.2 ROADWAY EXCAVATION
SQ.M. 230,000 DWG. GD-703
4.2 SURFACE TREATMENTS
4.2(1) SINGLE SURFACE TREATMENT
4.2(2) DOUBLE SURFACE TREATMENT
4.3 ASPHALT CONCRETE
4.3(1) ASPHALT CONCRETE LEVELLING COURSE (AC 40-50)
4.3(2) ASPHALT CONCRETE BASE COURSE
4.3(3) ASPHALT CONCRETE BASE COURSE 8 CM. THICK (AC 40-50)
5.1(1.3) AT STA.13+556.150 ROADWAY WIDTH 11.00 M. (LT) SKEW O
M.
10.00 ดูแบบสะพาน
SPAN (1x10.00) = 10.00 Μ.
5.1(1.4) AT STA.13+556.150 ROADWAY WIDTH 11.00 M. (RT) SKEW O
M.
10.00 ดูแบบสะพาน
SPAN (1x10.00) 10.00 Μ.
ΤΟΝ
120
5.1(1.5) AT STA.19+785.700 ROADWAY WIDTH 11.00 M. (LT) SKEW 30° LT
M.
18.00 ดูแบบสะพาน
ΤΟΝ
SPAN (3x6.00) = 18.00 Μ.
SQ.M. 257,000
5.1(1.6) AT STA.19+785.700 ROADWAY WIDTH 11.00 M. (RT) SKEW 30° LT
M.
18.00 ดูแบบสะพาน
2.2(1) EARTH EXCAVATION
2.2(2) SOFT ROCK EXCAVATION
2.2(3) HARD ROCK EXCAVATION
2.2(4) UNSUITABLE MATERIAL EXCAVATION
2.2(5) SOFT MATERIAL EXCAVATION (EXCAVATION ONLY)
2.3 EMBANKMENT
2.3(1) EARTH EMBANKMENT
2.3(2) EARTH EMBANKMENT FROM EXCAVATION
2.3(3) SAND EMBANKMENT
2.3(4) ROCK EMBANKMENT
2.3(5) EARTH FILL IN MEDIAN & ISLAND
CU.M.
87,900
4.3(4) ASPHALT CONCRETE WEARING COURSE 5 CM. THICK (AC 40-50)
SQ.M. 252,900
SPAN (3x6.00) = 18.00 Μ.
CU.M.
CU.M.
4.3(5) ASPHALT CONCRETE UNDER CONCRETE PAVEMENT 3 CM. THICK
SQ.M.
5.1(2) WIDENING OF EXISTING BRIDGE
4.3(6) MODIFIED ASPHALT CONCRETE
CM. THICK
SQ.M.
5.1(2.1) ROADWAY WIDTH
Μ. ΤΟ
CU.M.
CU.M. 1,150
600 DWG. TS-101
4.3(7) POROUS ASPHALT CONCRETE
CM. THICK
SQ.M.
5.1(2.1.1) AT STA.
Μ.
M.
ดูแบบสะพาน
4.3(8) NATURAL RUBBER MODIFIED ASPHALT CONCRETE
CM. THICK
SQ.M.
5.1(3) BRIDGE APPROACH STRUCTURES. ROADWAY WIDTH
4.4 SLURRY SEAL
CU.M. 277,100
4.4(1) SLURRY SEAL TYPE I
CU.M. 26,400
4.4(2) SLURRY SEAL TYPE II
CU.M.
4.4(3) SLURRY SEAL TYPE III
SQ.M.
SQ.M.
SQ.M.
5.1(3.1) ROADWAY WIDTH
5.1(3.1.1) AT STA.
M.
M.
ดูแบบสะพาน
CU.M.
4.5 PARA SLURRY SEAL
5.1(5.1) WITHOUT RETAINING WALL
CU.M. 30,600
DWG. GD-709
4.5(1) PARA SLURRY SEAL TYPE I
2.3(6) COMPACTED SAND DRAINAGE UNDER RAISED MEDIAN
CU.M.
DWG. GD-709
4.5(2) PARA SLURRY SEAL TYPE II
2.3(7) EARTH FILL UNDER SIDEWALK
CU.M. 19,100
DWG. GD-710
4.5(3) PARA SLURRY SEAL TYPE III
SQ.M.
SQ.M.
SQ.M.
5.1(4) BRIDGE APPROACH SLAB
5.1(5) BEARING UNIT
5.1(5.2) WITH RETAINING WALL (ST-1A)
DWG. AP-101
SQ.M.
1,320
ΤΟ AP-102
DWG. BU-101
SQ.M.
TO BU-104
DWG. BU-101
SQ.M.
TO BU-104
5.1(6) TRANSITION STRUCTURE
SQ.M.
ดูแบบสะพาน
5.1(7) ABUTMENT PROTECTOR
SQ.M.
ดูแบบสะพาน
2.3(8) SAND FILL UNDER SIDEWALK
CU.M.
DWG. GD-710
4.6 CAPE SEAL
5.1(8) PEDESTRIAN BRIDGES
2.3(9) POROUS BACKFILL
CU.M.
120
DWG. AP-101
4.6(1) CAPE SEAL TYPE I (SLURRY SEAL TYPE II)
SQ.M.
5.1(8.1) STA.
TYPE
STAIR TYPE
SPAN
M.
EACH
ดูแบบสะพาน
2.3(9.1) PREFABRICATED VERTICAL DRAIN
M.
4.7 JOINT REINFORCED CONCRETE PAVEMENT (JRCP.)
5.1(8.2) STA.
TYPE
STAIR TYPE
SPAN
M.
EACH
ดูแบบสะพาน
2.3(9.2) LIME / CEMENT COLUMN DIA ...... Μ.
DWG. GD-601
M.
4.7(1) JOINT REINFORCED CONCRETE PAVEMENT 25 CM. THICK,
< W1 <....... Μ.
SQ.M.
TO GD-603
5.1(9) PEDESTRIAN UNDER PASS
2.3(9.3) SOIL STABILIZATION
CU.M.
4.7(2) JOINT REINFORCED CONCRETE PAVEMENT
CM. THICK,
< W2 < ....... Μ.
DWG. GD-601
SQ.M.
5.1(9.1) AT STA.
SIZE
M.
EACH
TO GD-603
ดูแบบโครงสร้าง
2.4 SELECTED MATERIALS
4.7(3) JOINT REINFORCED CONCRETE PAVEMENT......... CM. THICK, W3 <....... Μ. SQ.M.
DWG. GD-601
TO GD-603
5.1(10) BORED PILE
2.4(1) SELECTED MATERIAL A
CU.M.
52,250
DWG. GD-601
4.7(4) EXPANSION JOINT
M.
TO GD-603
5.1(10.1) DIA.
M.
M.
ดูแบบโครงสร้าง
2.4(2) SELECTED MATERIAL B
CU.M.
4.7(5) CONTRACTION JOINT
DWG. GD-601
M.
TO GD-603
5.1(10.2) DIA. ........ Μ.
M.
ดูแบบโครงสร้าง
2.4(3) SELECTED MATERIAL (BACK FILL) FOR REINFORCED SOIL SLOPE
DWG. SP-401
CU.M.
4.7(6) CONSTRUCTION JOINT
DWG. GD-601
Μ.
TO SP-402
TO GD-603
2.4(4) SELECTED MATERIAL FOR RETAINING WALL (COARSE SAND)
CU.M.
DWG. BU-104
4.7(7) LONGITUDINAL JOINT
DWG. GD-601
M.
TO GD-603
2.4(5) SELECTED MATERIAL FOR MSE WALL
DWG. SP-501
CU.M.
TO SP-514
4.7(8) DUMMY JOINT
M.
DWG. GD-601
TO GD-603
4.7(9) EDGE JOINT
DWG. GD-601
M.
TO GD-603
3
SUBBASE AND BASE COURSES
3.1 SUBBASES
3.1(1) SOIL AGGREGATE SUBBASE
CU.M.
39,600
3.1(2) SOIL CEMENT SUBBASE
CU.M.
3.1(2.1) SOIL CEMENT SUBBASE
CU.M.
3.1(2.2) PORTLAND CEMENT TYPE OR HYDROLIC CEMENT FOR SUBBASE
ΤΟΝ.
4.7(10) JOINT BETWEEN CONCRETE PAVEMENT AND FLEXIBLE PAVEMENT
4.7(11) GEOTEXTILE
SQ.M
SQ.M
4.8 CONTINUOUSLY REINFORCED CONCRETE PAVEMENT (CRCP.)
DWG. GD-604
4.8(1) CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
CM. THICK,
< W1 <...... M. SQ.M.
TO GD-606
4.8(2) CONTINUOUSLY REINFORCED CONCRETE PAVEMENT ........ CM. THICK,
DWG. GD-604
< W2 <...... M. SQ.M.
TO GD-606
4.8(3) CONTINUOUSLY REINFORCED CONCRETE PAVEMENT ..... CM. THICK,
DWG. GD-604
< W1 <...... M. SQ.M.
TO GD-606
กรมทางหลวง
เขียน วิรชัย
คัด วีรชัย
ทาน นพดล
ออกแบบ
ตรวจ
เห็นชอบ
15/10/67
ผู้อำนวยการสำนักสำรวจและออกแบบ
อนุญาต
15/10/67
แทนอธิบดี
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