typical components
Post on 01-Mar-2022
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SECTION
Typical Components - BackbonesTypical
Components
Name Date Title
Ramps
1LH_ 04-20-21 1 Lane HMA Loop1LP_ 04-20-21 1 Lane PCC Loop1RH_ 04-20-21 1 Lane HMA Ramp1RP_ 04-20-21 1 Lane PCC Ramp2RH_ 04-20-21 2 Lane PCC Ramp2RP_ 04-2-21 2 Lane PCC Ramp
2 Lane
2E_ 10-19-10 2 Lane Existing Pavement2H_ 04-21-20 2 Lane HMA2P_ 04-21-20 2 Lane PCC2E_TWLTL_ 10-19-10 2 Lane Existing Pavement with Two Way Left Turn Lane2H_TWLTL_ 04-21-20 2 Lane HMA with Two Way Left Turn Lane2P_TWLTL_ 04-21-20 2 Lane PCC with Two Way Left Turn Lane
4 Lane
4DH_Dprs_ 04-21-20 4 Lane Divided HMA4DP_ 04-21-20 4 Lane Divided PCC4DP_Raised_Crowned_ 04-21-20 4 Lane Divided PCC with Raised Median - Crowned4DP_Raised_Out_ 04-21-20 4 Lane Divided PCC with Raised Median - Sloped Out4E_ 10-19-10 4 Lane Existing Pavement4UP_ 04-21-20 4 Lane Undivided PCC
6 Lane
6DP_Closed_ 10-20-20 6 Lane PCC Closed Median6DP_Dprs_ 10-20-20 6 Lane PCC Depressed Median
04-20-21
SECTION
Typical Components - BackbonesTypical
Components
Name Date Title
8 Lane
8DP_Closed_ 10-20-20 8 Lane PCC Closed Median8DP_Dprs_ 10-20-20 8 Lane PCC Depressed Median
3R
3R_MillingOverlay_ 04-19-11 HMA Overlay with Milling3R_Overlay_ 04-19-11 HMA Overlay3R_WidenOverlay_ 04-19-11 HMA Overlay with Base Widening
10-20-20
LOOPS
BACKBONESMatch Line Match Line
6% →
6% →
18'
BL
PROFILE GRADE
X" SURFACE COURSE
X" BASE COURSE
X" INTERMEDIATE COURSE
12" MODIFIED SUBBASE
Section shown in direction of traffic.
STATION
BEGIN
STATION
END
04-20-21
1LH_
LOOPS
BACKBONES
STATION
BEGIN
STATION
END
L-2Longitudinal joint:
CD at 15' spacingTransverse joints:Loop Jointing:
Section shown in the direction of traffic.
04-20-21
1LP_
Match Line Match Line
18'
6%
6%
9'
BL
XX" P.C. CONCRETE PAVEMENT
PROFILE GRADE
12" MODIFIED SUBBASE
RAMPS
BACKBONESMatch Line Match Line
16'
BL
PROFILE GRADE
X" SURFACE COURSE
X" BASE COURSE
X" INTERMEDIATE COURSE
2%
2%
12" MODIFIED SUBBASE
Section shown in direction of traffic.
STATION
BEGIN
STATION
END
04-20-21
1RH_
RAMPS
BACKBONES
2%
2%
XX" P.C. CONCRETE PAVEMENT
Match Line Match Line
16'
8'
PROFILE GRADE
12" MODIFIED SUBBASE
STATION
BEGIN
STATION
END
Longitudinal joints: L-2
CD at 15' spacing.Transverse joints:Ramp Jointing:
Section shown in the direction of traffic.
04-20-21
1RP_
BL
RAMPS
BACKBONES
Match Line Match Line
2%2%
PROFILE GRADE
XX" P.C. CONCRETE PAVEMENT
BL
12'
2%
24'
12" MODIFIED SUBBASE
STATION
BEGIN
STATION
END
L-2Longitudinal joint:
CD at 17' spacing.Transverse joints:Ramp Jointing:
Section shown in the direction of traffic.
04-20-21
2RP_
4 LANE
SHOULDERS
4%Normal F
oreslo
pe
X" PCC SHOULDER
Construction
Earth ShoulderBackfill
Special
4%
3'
1%
Construction
Earth Shoulder
X" PCC SHOULDER
10:1Normal Foreslope
4'
4%
Subdrain
Shoulder
Granular
Backfill
Special
P G
FeetFeet
GP
Tra
vel
of
Direction
STATION
BEGIN
STATION
END
Full Depth PCC Combination Shoulder
04-20-21
4_C_FullPCC_
Transverse joints: C at 17' spacingLongitudinal joint: BT-2. L-2 or KT-2Shoulder Jointing:
P
4'3'
10:1
CL
Match Line Match Line
2%
2%2%
2%
PROFILE GRADE
X" SURFACE COURSE
X" BASE COURSE
X" INTERMEDIATE COURSE
X" MODIFIED SUBBASE
24'
12'
STATION TO STATION
04-21-20
2H_
Backbones 2 Lane
CL
Match Line Match Line
2%
2%
2%
2%
PROFILE GRADE
XX" P.C. CONCRETE PAVEMENT
X" GRANULAR SUBBASE
24'
12'
STATION TO STATION
L-2Longitudinal joint:
CD at 17' spacingTransverse joints:Mainline Jointing:
04-21-20
2P_
Backbones 2 Lane
Match LineMatch Line
CL
2%
2%
X" SURFACE COURSE
X" INTERMEDIATE COURSE
X" BASE COURSE
2%
2%
X" MODIFIED SUBBASE
C 12'12'
STATION TO STATION
Feet
C
04-21-20
2H_TWLTL_
PROFILE GRADE
Backbones 2 Lane
Match LineMatch Line
CL
2%
2%2%
2%
XX" P.C. CONCRETE PAVEMENT
PROFILE GRADE
X" GRANULAR SUBBASE
12'12' C
STATION TO STATION
Feet
C
L-2Longitudinal joint:
CD at 17' spacingTransverse joints:
Mainline Jointing:
04-21-20
2P_TWLTL_
Backbones 2 Lane
Match Line Match Line
0%
CL Construction
MW/2
← 2%
PROFILE GRADE
X" SURFACE COURSE
X" BASE COURSE
X" INTERMEDIATE COURSE
X" MODIFIED SUBBASE
2% →
1% →
12' 12'
Feet
MW
Tra
vel
of
Direction
STATION
BEGIN
STATION
END
Section shown in the direction of traffic.
04-21-20
4DH_Dprs_
Backbones 4 Lane
Match Line Match Line
2%
1%
2%
PROFILE GRADE
XX" P.C. CONCRETE PAVEMENT0%
CL Construction
MW/2
X" GRANULAR SUBBASE
12' 12'
Feet
MW
Tra
vel
of
Direction
STATION
BEGIN
STATION
END
L-2Longitudinal joint:
CD at 17' spacingTransverse joints:Mainline Jointing:
Section shown in the direction of traffic.
04-21-20
4DP_
Backbones 4 Lane
Match Line Match LineMatch LineMatch Line
← 2%2% →
PROFILE GRADE
XX" P.C. CONCRETE PAVEMENT
12'12'
CL Construction
PROFILE GRADE
12' 12' 3' 3'
3'
Paved Median
6" PCC Raised
12'
← 2%
2% →← 2%
2% →
2% →← 2%2% →
2% →← 2%
← 2%
← 3%
← 3%
Paved Median
6" PCC Raised
3'
Paved Median
6" PCC Raised
12'
3% →
3% →
C
SubdrainSubdrain
Subdrain
XX" P.C. CONCRETE PAVEMENT
Subdrain
SubdrainSubdrain
FeetSTATION
BEGIN
STATION
END C
FeetSTATION
BEGIN
STATION
END C
L-2Longitudinal joint:
CD at 17' spacingTransverse joints:Mainline Jointing:
STATION
BEGIN
STATION
END
L-2Longitudinal joint:
CD at 17' spacingTransverse joints:Mainline Jointing:
STATION
BEGIN
STATION
END
X" ______ SUBBASE X" ______ SUBBASE
(Incidental to PCC Median)
__________ Material
(Incidental to PCC Median)
__________ Material
(Incidental to PCC Median)
__________ Material
INFODESIGNER
'E' Joint
'E' Joint
'E' Joint
'E' Joint
'E' Joint'E' Joint
FeetSTATION
BEGIN
STATION
END A B
Feet
04-21-20
4DP_Raised_Crowned_
A B
C
Backbones 4 Lane
Match Line Match Line Match Line Match Line
2% →← 2%
3'12'12' 12'12'3'
3'
3'
PROFILE GRADE PROFILE GRADE
'E' Joint← 2% 2% →
2% →← 2%
Paved Median
6" PCC Raised
CL Construction
2% →2.5% →
2.5% →
1% →
1% →
← 2%
← 2.5%
← 2.5%
← 1%
← 1%
Paved Median
6" PCC Raised
Paved Median
6" PCC Raised
'E' Joint
'E' Joint 'E' Joint
'E' Joint 'E' Joint
XX" P.C. CONCRETE PAVEMENT
12'
12'
FeetSTATION
BEGIN
STATION
END C
FeetSTATION
BEGIN
STATION
END C
L-2Longitudinal joint:
CD at 17' spacingTransverse joints:Mainline Jointing:
STATION
BEGIN
STATION
END
L-2Longitudinal joint:
CD at 17' spacingTransverse joints:Mainline Jointing:
STATION
BEGIN
STATION
END
X" ______ SUBBASE X" ______ SUBBASE
(Incidental to PCC Median)
__________ Material
(Incidental to PCC Median)
__________ Material
(Incidental to PCC Median)
__________ Material
INFODESIGNER
FeetSTATION
BEGIN
STATION
END A B
Feet
04-21-20
4DP_Raised_Out_
XX" P.C. CONCRETE PAVEMENT
A B
C
C
Backbones 4 Lane
Match Line Match Line
← 2%
X" GRANULAR SUBBASE
XX" P.C. CONCRETE PAVEMENT
CL
PROFILE GRADE
← 2.5%
← 2.5% ← 2%
2% →
2% → 2.5% →
2.5% →
KT-2
12' 12' 12' 12'
KT-3 KT-2
STATION TO STATION
CD at 17' spacingTransverse joints:Mainline Jointing:
04-21-20
4UP_
Backbones 4 Lane
6 LANE
BACKBONES
CL ConstructionMatch LineMatch Line
Subdrain
3% →← 3%
← 3%
← 3% ← 2%
← 2% 2% →
2% → 2.5% →
2.5% →
XX" P.C. CONCRETE PAVEMENT
12" SPECIAL BACKFILL
0%
3% →
3% →2% →
2% →← 2%
← 2%← 2.5%
← 2.5%
XX" P.C. CONCRETE PAVEMENT
12" SPECIAL BACKFILL
2'
12' 12' 12' 12' 4'
KT-3 KT-3 KT-2E
E KT-2
12'12'12'12'4'
KT-3 KT-3PROFILE GRADE
X" __________ SUBBASE X" __________ SUBBASE
STATION
BEGIN
STATION
END
CD at 17' spacingTransverse joints:Mainline Jointing:
10-20-20
6DP_Closed_
6 LANE
BACKBONES
Feet
MW
Tra
vel
of
Direction
STATION
BEGIN
STATION
END
CD at 17' spacingTransverse joints:Mainline Jointing:
Section shown in the direction of traffic.
10-20-20
6DP_Dprs_
Match Line Match Line
← 2%
XX" P.C. CONCRETE PAVEMENT
PROFILE GRADE
0%
CL Construction
MW/2
← 2% 2% →
2% → 2.5% →
2.5% →
KT-3 KT-3
12' 12' 12'
X" ___________SUBBASE
8 LANE
BACKBONES
STATION
BEGIN
STATION
END
CD at 17' spacing Transverse joints:Mainline Jointing:
10-20-20
8DP_Closed_ Match Line
CL Construction
Match Line
Subdrain
3% →← 3%
2% → 2.5% →← 2.5% ← 2%
← 3% ← 2.5% ← 2% 2% → 2.5% →
← 3%
0%
CL Roadway
3% →← 2%
← 2.5% 2.5% →2% →
3% →2.5% →
2% →← 2%← 2.5%
CL Roadway
XX" P.C. CONCRETE PAVEMENT
X" SPECIAL BACKFILL
XX" P.C. CONCRETE PAVEMENT
X" SPECIAL BACKFILL
E E KT-2 KT-3KT-2KT-3 KT-3 KT-3KT-3 KT-3
2'
12' 12' 12' 12' 12' 4' 12'12'12'12'12'4'
PROFILE GRADE
X" __________ SUBBASEX" __________ SUBBASE
8 LANE
BACKBONES
Match Line
CL Construction
2% → 2.5% →← 2.5% ← 2%
XX" P.C. CONCRETE PAVEMENT
KT-3 KT-3 KT-3
12'12'12'12'
PROFILE GRADE
Match Line
X" GRANULAR SUBBASE
MW/2
0%
Feet
MW
Tra
vel
of
Direction
STATION
BEGIN
STATION
END
CD at 17' spacingTransverse joints:Mainline Jointing:
Section shown in the direction of traffic.
10-20-20
8DP_Dprs_
CL
Match LineMatch Line
X" SURFACE COURSE
X" INTERMEDIATE COURSE
Existing Pavement
C
R L
X" PAVEMENT SCARIFICATION - MILLING
Slope →← SlopeSTATION TO STATION
Feet
C
Feet
L
Feet
R ScarificationPavement
SY
04-19-11
3R_MillingOverlay_
Backbones 3R
CL
X" SURFACE COURSE
X" INTERMEDIATE COURSE
Existing Pavement
C
R L
Slope →← Slope
STATION TO STATION
Feet
C
Feet
L
Feet
R
04-19-11
3R_Overlay_
Backbones 3R
CL
X" SURFACE COURSE
X" INTERMEDIATE COURSE
Existing Pavement
C
LBW RBW
R L
X" BASE WIDENING X" BASE WIDENING
← Slope Slope →
ExcavationClass 13
ExcavationClass 13
STATION TO STATION
Feet
C
Feet
L
Feet
R
Feet Feet
LBW RBW
04-19-11
3R_WidenOverlay_
Backbones 3R
SECTION
Typical Components - ShouldersTypical
Components
Name Date Title
Ramps
1L_P_ALT_ 04-21-20 Loop Paved Shoulder Alternates1L_P_HMA_ 04-21-20 Loop HMA Shoulder1R_Curb_ 04-21-20 Ramp Curbed Shoulder1R_G_ 10-19-10 Ramp Granular Shoulder1R_P_ALT_ 10-16-18 Ramp Paved Shoulder Alternates1R_P_HMA_ 10-19-10 Ramp HMA Shoulder
2 Lane
2_C_ 04-21-20 Combination Shoulder2_Curb_ 04-21-20 Curbed Shoulder2_E_ 04-21-20 Earth Shoulder2_G_ 04-21-20 Granular Shoulder with Safety Edge2_G_SR_ 04-21-20 Granular Shoulder for Side Roads2_P_ALT_ 04-21-20 Paved Shoulder Alternates2_P_HMA_ 04-21-20 HMA Shoulder2_P_FullHMA_ 04-21-20 Full Depth HMA Shoulder2_C_FullPCC_ 04-20-21 Full Depth PCC Shoulder2_P_FullPCC_ 04-20-21 Full Depth PCC Shoulder2_P_Guard_ 04-21-20 Paved Shoulder at Guardrail
04-20-21
SECTION
Typical Components - ShouldersTypical
Components
Name Date Title
4 Lane
4_C_ 04-21-20 Combination Shoulder4_P_ALT_ 04-21-20 Paved Shoulder Alternates4_P_FullHMA_ 04-21-20 Full Depth HMA Shoulder4_C_FullPCC_ 04-20-21 Full Depth PCC Shoulder4_P_FullPCC_ 04-20-21 Full Depth PCC Shoulder4_P_Guard_ 04-21-20 Paved Shoulder at Guardrail4_P_HMA_ 04-21-20 HMA Shoulder
6 Lane
6D_Closed_P_FullPCC_ 04-20-21 Urban Full Depth PCC Shoulder6D_Dprs_P_FullPCC_ 04-20-21 Rural Full Depth PCC Shoulder8D_Closed_P_FullPCC_ 04-20-21 Urban Full Depth PCC Shoulder8D_Dprs_P_FullPCC_ 04-20-21 Rural Full Depth PCC Shoulder
3R
3R_Shldr_C_Milling_ 04-19-11 Combination Shoulder - Milling3R_Shldr_C_Overlay_ 04-19-11 Combination Shoulder - Overlay3R_Shldr_G_Milling_ 04-19-11 Granular Shoulder - Milling3R_Shldr_G_Overlay_ 04-19-11 Granular Shoulder - Overlay3R_Shldr_G_Overlay_A_ 10-18-11 Granular Shoulder - Overlay using Type 'A'3R_Shldr_P_Milling_ 04-19-11 Paved Shoulder - Milling3R_Shldr_P_Overlay_ 04-19-11 Paved Shoulder - Overlay3R_Shldr_Paved_ 04-19-11 Retrofit Combination Shoulder
Soils
Soils_1_ 04-21-20 Granular Shoulder for Slide RepairSoils_2_ 04-21-20 Combination Shoulder for Slide RepairSoils_3_ 04-19-11 Foreslope Construction for Slide Repair
10-20-20
Construction
Earth Shoulder
Backfill
Special
3'1'
4'
2%
2%
10:1
4'
Normal F
oreslo
pe
7" PCC OR 8" HMA SHOULDER
Backfill
Special
Construction
Earth Shoulder
Subdrain
1'
6'
10:1
4'
Normal Foreslope
7" PCC OR 8" HMA SHOULDER
6%
6%
3'
STATION
BEGIN
STATION
END
Paved Shoulder Alternates
Longitudinal joint: BHMA Shoulder Jointing:
Transverse joints: C at 17' spacingLongitudinal joint: BT-1 or BT-5
PCC Shoulder Jointing:
04-21-20
1L_P_ALT_
Shoulders Ramps
Construction
Earth Shoulder
Backfill
Special
3'1'
4'
2%
2%
10:1
4'
Normal F
oreslo
pe
8" HMA SHOULDER
Backfill
Special
Construction
Earth Shoulder
8" HMA SHOULDER
Subdrain
1'
6'
10:1
4'
Normal Foreslope
3'
6%
6%
HMA Shoulder
Longitudinal joint: BShoulder Jointing:
STATION
BEGIN
STATION
END
04-21-20
1L_P_HMA_
Shoulders Ramps
13'
3'
Finishing
Earth Shoulder
Possible Joint
4:1 Max →
21
1
P2%
Subdrain
13'
3'
Possible Joint
← 4:1 M
ax
21
1Finishing
Earth Shoulder
P
2%
Feet
P
Curbed Shoulder
STATION
BEGIN
STATION
END
See
Curb Type
PV-102PV-102
Staged : KT-2
L-2Single pour:
C at 17' spacingTransverse:
curb to nearest joint is less than 16':Longitudinal joint not required when distance from back ofShoulder jointing:
04-21-20
1R_Curb_
Shoulders Ramps
Feet
G
Granular Shoulder
STATION
BEGIN
STATION
END
10-19-10
1R_G_
10:1
Normal F
oreslo
pe
2%
G
3'4'
4%
Shoulder
Granular
Construction
Earth Shoulder
10:1Normal Foreslope2%
G
3' 4'
4%
Shoulder
Granular
Construction
Earth Shoulder
Subdrain
Shoulders Ramps
Backfill
SpecialConstruction
Earth Shoulder
1' 3'
4%
2%
10:1
Normal F
oreslo
pe
4'
P
7" PCC OR 8" HMA SHOULDER
Backfill
Special
Construction
Earth Shoulder
3' 1'
P
4%
2%
10:1
4'
Normal Foreslope
Subdrain
7" PCC OR 8" HMA SHOULDER
Feet
P
STATION
BEGIN
STATION
END
Paved Shoulder Alternates
10-16-18
1R_P_ALT_
Longitudinal joint: BHMA Shoulder Jointing:
Transverse joints: C at 15' spacingLongitudinal joint: BT-1 or BT-5
PCC Shoulder Jointing:
Shoulders Ramps
Feet
P
HMA Shoulder
Longitudinal joint: BShoulder Jointing:
STATION
BEGIN
STATION
END
10-19-10
1R_P_HMA_
Normal F
oreslo
pe
2%
P
Construction
Earth Shoulder
Backfill
Special
8" HMA SHOULDER
1' 3'
10:1
4'
4%
Backfill
Special
Construction
Earth Shoulder
8" HMA SHOULDER
3' 1'
P
Normal Foreslope
4% 10:1
4'
2%
Subdrain
Shoulders Ramps
3'
Normal F
oreslo
pe10:1
4'
6" HMA SHOULDER
Subdrain
Backfill
Special
Construction
Earth Shoulder
G P
4%
Shoulder
Granular4%
3'
Normal Foreslope4%
10:1
4'
6" HMA SHOULDER
Backfill
Special
Construction
Earth Shoulder
GP
4%
Shoulder
Granular
STATION TO STATION
FeetFeet
GP
Longitudinal joint: BShoulder Jointing:
Combination Shoulder
04-21-20
2_C_
Subdrain
Shoulders 2 Lane
P3'
Subdrain
13'
Finishing
Earth Shoulder
Possible Joint
4:1 Max →
2% →
21
1
P 3'
Subdrain
13'
Finishing
Earth Shoulder
Possible Joint
← 4:1 M
ax
← 2%
21
1
STATION TO STATION
Feet
P
Curbed Shoulder
See
Curb Type
PV-102PV-102
Transverse: C at 17' spacingStaged : KT-2
L-2Single pour:
curb to nearest joint is less than 15':Longitudinal joint not required when distance from back ofShoulder Jointing:
04-21-20
2_Curb_
Shoulders 2 Lane
Subdrain
10:1
Normal F
oreslo
pe
E
3'4'
4%
Shoulder
Earth 4%
10:1Normal Foreslope
E
4'
4%
Subdrain
Shoulder
Earth4%
3'
STATION TO STATION
Earth Shoulder
E
Feet
04-21-20
2_E_
Shoulders 2 Lane
Subdrain
10:1
Normal F
oreslo
pe
G
3'4'
4%
Shoulder
Granular
Construction
Earth Shoulder
(PV-3)
4%
(PV-3)Safety Edge
10:1Normal Foreslope
G
3' 4'
4%
Shoulder
Granular
Construction
Earth Shoulder
Subdrain
(PV-3)(PV-3)Safety Edge
4%
STATION TO STATION
Feet
G
Granular Shoulder with Safety Edge
04-21-20
2_G_
Shoulders 2 Lane
Subdrain
10:1
Normal F
oreslo
pe
G
3'4'
4%
Shoulder
Granular
Construction
Earth Shoulder
4%
10:1Normal Foreslope
G
3' 4'
4%
Shoulder
Granular
Construction
Earth Shoulder
Subdrain
4%
STATION TO STATION
Feet
G
Granular Shoulder
04-21-20
2_G_SR_
Shoulders 2 Lane
Normal F
oreslo
pe
3'1'
Subdrain
Special
BackfillConstruction
Earth Shoulder
10:1
4'
4%
7" PCC OR 8" HMA SHOULDER
P
4%
Normal Foreslope
3' 1'
Backfill
SpecialConstruction
Earth Shoulder
10:1
4'
4%
P
Subdrain7" PCC OR 8" HMA SHOULDER
4%STATION TO STATION
Feet
P
Paved Shoulder Alternates
Longitudinal joint: BHMA Shoulder Jointing:
Transverse joints: C at 17' spacingLongitudinal joint: BT-1 or BT-5
PCC Shoulder Jointing:
04-21-20
2_P_ALT_
Shoulders 2 Lane
3'1'
4%
Normal F
oreslo
pe10:1
4'
8" HMA SHOULDER
Subdrain
Backfill
SpecialConstruction
Earth Shoulder
P
4%
3' 1'
4%
Normal Foreslope
10:1
4'
8" HMA SHOULDER
Backfill
Special
Construction
Earth Shoulder
P
Subdrain
4% STATION TO STATION
Feet
P
HMA Shoulder
Longitudinal joint: BShoulder Jointing:
04-21-20
2_P_HMA_
Shoulders 2 Lane
Subdrain
Construction
Earth Shoulder
X" HMA SHOULDER
4%10:1
Normal F
oreslo
pe
4'
4%
P
18"
Backfill
Special
Construction
Earth Shoulder
X" HMA SHOULDER
4%10:1
Normal Foreslope
4'
Subdrain
4%
P
18"
STATION TO STATION
Feet
P
Full Depth HMA Shoulder
Longitudinal joint: BShoulder Jointing:
04-21-20
2_P_FullHMA_
Shoulders 2 Lane
4'3'
P G
2 LANE
SHOULDERS
Normal F
oreslo
pe
X" PCC SHOULDER
4%
4%
Normal Foreslope
X" PCC SHOULDER
Construction
Earth Shoulder
Shoulder
Granular
4%
4%
STATION TO STATION
FeetFeet
GP
Full Depth PCC Combination Shoulder
04-20-21
2_C_FullPCC_
Transverse joints: C at 17' spacingLongitudinal joint: BT-2, L-2 or KT-2Shoulder Jointing:
4'
Construction
Earth Shoulder
Shoulder
Granular
3'
PG
Subdrain
10:110:1
Subdrain
2 LANE
SHOULDERS
4%
Normal F
oreslo
pe
Subdrain
X" PCC SHOULDER
Construction
Earth Shoulder
4%
4%
Normal Foreslope
X" PCC SHOULDER
4%
P
STATION TO STATION
Feet
P
Full Depth PCC Shoulder
04-20-21
2_P_FullPCC_
Transverse joints: C at 17' spacingLongitudinal joint: BT-2, L-2 or KT-2
Shoulder Jointing:
4' 4'3'
10:1
P
3'
10:1
Construction
Earth Shoulder
Subdrain
3'
P
4%10:1
4'
Normal F
oreslo
pe
Subdrain
Backfill
Special
Construction
Earth Shoulder
X" HMA OR X" PCC SHOULDER
4%
18" 3'
P
4% 10:1
4'
Normal Foreslope
Backfill
Special
Construction
Earth Shoulder
Subdrain
X" HMA OR X" PCC SHOULDER
4%
18"
STATION TO STATION
Paved Shoulder at Guardrail
Feet
P
Longitudinal joint: BHMA Shoulder Jointing:
Transverse joints: C at mainline spacingLongitudinal joint: BT-1 or BT-5
PCC Shoulder Jointing:
04-21-20
2_P_Guard_
Shoulders 2 Lane
10:1
4'
Normal F
oreslo
pe
6" HMA SHOULDER
Construction
Earth ShoulderBackfill
Special
PG
3'
4%
Shoulder
Granular
4%
3'
1%
Backfill
Special
Construction
Earth Shoulder
6" HMA SHOULDER
10:1Normal Foreslope
4'
GP
4%
Subdrain
Shoulder
Granular
FeetFeet
GP
Longitudinal joint: BShoulder Jointing:
Tra
vel
of
Direction
STATION
BEGIN
STATION
END
Combination Shoulder
04-21-20
4_C_
Shoulders 4 Lane
Normal F
oreslo
pe
3'
Backfill
SpecialConstruction
Earth Shoulder
10:1
4'
4%
P
7" PCC OR 8" HMA SHOULDER
4%
1'
Backfill
SpecialConstruction
Earth Shoulder
3'
P
1%
4% 10:1Normal Foreslope
4'
Subdrain7" PCC OR 8" HMA SHOULDER
1'
Feet
P
Tra
vel
of
Direction
STATION
BEGIN
STATION
END
Paved Shoulder Alternates
Longitudinal joint: BHMA Shoulder Jointing:
Transverse joints: C at 17' spacingLongitudinal joint: BT-1 or BT-5
PCC Shoulder Jointing:
04-21-20
4_P_ALT_
Shoulders 4 Lane
Construction
Earth Shoulder
X" HMA SHOULDER
4%
Normal F
oreslo
pe
P
10:1
4'
4%
18"
4'
1%
4%10:1
Normal Foreslope
Construction
Earth Shoulder
Subdrain
P
18"
Feet
P
Full Depth HMA Shoulder
Longitudinal joint: BShoulder Jointing:
Tra
vel
of
Direction
STATION
BEGIN
STATION
END
04-21-20
4_P_FullHMA_
Shoulders 4 Lane
4 LANE
SHOULDERS
4%Normal F
oreslo
pe
X" PCC SHOULDER
Construction
Earth ShoulderBackfill
Special
4%
3'
1%
Construction
Earth Shoulder
X" PCC SHOULDER
10:1Normal Foreslope
4'
4%
Subdrain
Shoulder
Granular
Backfill
Special
P G
FeetFeet
GP
Tra
vel
of
Direction
STATION
BEGIN
STATION
END
Full Depth PCC Combination Shoulder
04-20-21
4_C_FullPCC_
Transverse joints: C at 17' spacingLongitudinal joint: BT-2. L-2 or KT-2Shoulder Jointing:
P
4'3'
10:1
3'
10:1
4'P
4 LANE
SHOULDERS
Normal F
oreslo
pe
X" PCC SHOULDER
Construction
Earth Shoulder
4%
4%
X" PCC SHOULDER
1%
4%
Normal Foreslope
Subdrain
Construction
Earth ShoulderFeet
P
Full Depth PCC Shoulder
Tra
vel
of
Direction
STATION
BEGIN
STATION
END
04-20-21
4_P_FullPCC_
Transverse joints: C at 17' spacingLongitudinal joint: BT-2, L-2 or KT-2
Shoulder Jointing:
4'3'
P
10:1
3'
P
4%10:1
4'
Normal F
oreslo
pe
Backfill
Special
Construction
Earth Shoulder
X" HMA OR X" PCC SHOULDER
4%
18" 3'
P
1%
Backfill
Special
Construction
Earth Shoulder
Normal Foreslope
10:1
4'
4%
Subdrain
X" HMA OR X" PCC SHOULDER
18"
Paved Shoulder at Guardrail
Tra
vel
of
Direction
STATION
BEGIN
STATION
END
Feet
P
Longitudinal joint: BHMA Shoulder Jointing
Transverse joints: C at mainline spacingLongitudinal joint: BT-1 or BT-5
PCC Shoulder Jointing:
04-21-20
4_P_Guard_
Shoulders 4 Lane
3'
4%
Normal F
oreslo
pe
4'
X" HMA SHOULDER
Backfill
SpecialConstruction
Earth Shoulder
P
18"
10:1
4%
Backfill
Special
Construction
Earth Shoulder
X" HMA SHOULDER
P
3'
Normal Foreslope1%
4%
4'
Subdrain
18"
10:1
Feet
P
HMA Shoulder
Longitudinal joint: BShoulder Jointing:
Tra
vel
of
Direction
STATION
BEGIN
STATION
END
04-21-20
4_P_HMA_
Shoulders 4 Lane
6 LANE
SHOULDERS
Subdrain
← 3%
← 3%
Normal F
oreslo
pe
X" PCC SHOULDER
Construction
Earth Shoulder
Subdrain
3% →
3% →
Normal Foreslope
X" PCC SHOULDER
Full Depth PCC Shoulder
STATION
BEGIN
STATION
END
04-20-21
6D_Closed_P_FullPCC_
Transverse joints: C at 17' spacingLongitudinal joint: BT-2, L-2 or KT-2
Shoulder Jointing:12'
3'
4'
3'
Construction
Earth Shoulder
12'
4'
← 10:1 10:1 →
6 LANE
SHOULDERS
Full Depth PCC Shoulder
Tra
vel
of
Direction
STATION
BEGIN
STATION
END
04-20-21
6D_Dprs_P_FullPCC_
Transverse joints: C at 17' spacingLongitudinal joint: BT-2, L-2 or KT-2
Shoulder Jointing:
X" PCC SHOULDER
Subdrain
Construction
Earth Shoulder
3% →
3% →
Normal Foreslope
X" PCC SHOULDER
Construction
Earth Shoulder
← 3%
← 3%Norm
al Fore
slope
Subdrain
12'
3'
4'
12'
3'
4'
10:1 →← 10:1
8 LANE
SHOULDERS
Subdrain
← 3%
← 3%
Normal F
oreslo
pe
X" PCC SHOULDER
Construction
Earth Shoulder
Subdrain
3% →
3% →
Normal Foreslope
X" PCC SHOULDER
Full Depth PCC Shoulder
STATION
BEGIN
STATION
END
04-20-21
8D_Closed_P_FullPCC_
Transverse joints: C at 17' spacingLongitudinal joint: BT-2, L-2 or KT-2
Shoulder Jointing:
3'
4'
12'
3'
Construction
Earth Shoulder
4'
12'
← 10:1 10:1 →
8 LANE
SHOULDERS
X" PCC SHOULDER
Construction
Earth Shoulder
← 3%
← 3%Norm
al Fore
slope
Subdrain
X" PCC SHOULDER
Subdrain
Construction
Earth Shoulder
3% →
3% →
Normal Foreslope
Full Depth PCC Shoulder
Tra
vel
of
Direction
STATION
BEGIN
STATION
END
04-20-21
8D_Dprs_P_FullPCC_
Transverse joints: C at 17' spacingLongitudinal joint: BT-2, L-2 or KT-2
Shoulder Jointing:
3'
4'
12'
3'
4'
12'
← 10:1 10:1 →
G P
X" HMA SHOULDER
← 4%
Shoulder
Granular
GP
X" HMA SHOULDER
4% →
Shoulder
Granular
STATION TO STATION
Feet
P
Feet
G
Combination Shoulder
04-19-11
3R_Shldr_C_Milling_
Shoulders 3R
G P
← 4%
Shoulder
Granular
GP
Shoulder
Granular
4% →
STATION TO STATION
Feet
P
Feet
G
Combination Shoulder
04-19-11
3R_Shldr_C_Overlay_
Shoulders 3R
G
← 4%
(PV-3)Safety Edge (PV-3)
Shoulder
Granular
G
(PV-3)
4% →
Shoulder
Granular
(PV-3)Safety Edge
STATION TO STATION
Feet
G
Granular Shoulder
04-19-11
3R_Shldr_G_Milling_
Shoulders 3R
G
← 4%
(PV-3)Safety Edge
Shoulder
Granular
(PV-3)
G
Shoulder
Granular
(PV-3)
4% →4% →
(PV-3)Safety Edge
STATION TO STATION
Feet
G
Granular Shoulder
04-19-11
3R_Shldr_G_Overlay_
Shoulders 3R
G
T
and Reshaping
Bottom of Trenching
)PV-3Safety Edge (
Shoulder
Top of Existing
(PV-3)
← 4% to 6%
G
T
and Reshaping
Bottom of Trenching
)PV-3Safety Edge ((PV-3)
Shoulder
Top of Existing
4% to 6% →
STATION TO STATION
Type 'A' Granular Shoulder
Feet
T
Feet
G
STA.
PER
TONS
10-18-11
3R_Shldr_G_Overlay_A_
Shoulders 3R
X" HMA SHOULDER
← 4%
P
4:1 or Flatter
X" HMA SHOULDER
4% →
P
4:1 or Flatter
STATION TO STATION
Feet
P
HMA Shoulder
04-19-11
3R_Shldr_P_Milling_
Shoulders 3R
← 4%
P
________________
4:1 or Flatter
4% →
P
4:1 or Flatter
________________
STATION TO STATION
Feet
P
HMA Shoulder
04-19-11
3R_Shldr_P_Overlay_
Shoulders 3R
6" HMA SHOULDER
Shoulder
Granular
ExistingExcavation
Class 13
P
← 4%Estimated at 4 tons/Sta
Granular Shoulder Repair
6" HMA SHOULDER
Shoulder
Granular
Existing
Excavation
Class 13
P
4% → Estimated at 4 tons/Sta
Granular Shoulder Repair
STATION TO STATION
Feet
P
Longitudinal joint: BShoulder Jointing:
HMA Shoulder
04-19-11
3R_Shldr_Paved_
Shoulders 3R
G
4'
Construction
Earth Shoulder
← 4%← 10:
1
Normal F
oreslo
pe
X" GRANULAR SHOULDER
4%
G
4'
Construction
Earth Shoulder
4% → 10:1 →Normal Foreslope
X" GRANULAR SHOULDER
4% STATION TO STATION
Feet
G
for Slide Repair
Granular Shoulder
Remarks
04-21-20
Soils_1_
Shoulders Soils
4'
Construction
Earth Shoulder
EXISTING HMA SHOULDER
Existing
G
Normal F
oreslo
pe← 10:
1 ← 4%
← 4%
X" GRANULAR SHOULDER
4'
Construction
Earth Shoulder
Existing
G
4% →10:1 →
Normal Foreslope4% →
X" GRANULAR SHOULDER
EXISTING HMA SHOULDER
STATION TO STATION
Feet
G
for Slide Repair
Combination Shoulder
Remarks
04-21-20
Soils_2_
Shoulders Soils
4'
EXISTING SHOULDER
← 10:1
Normal F
oreslo
pe
4'
EXISTING SHOULDER
Normal Foreslope
10:1 →
STATION TO STATION
for Slide Repair
Foreslope Construction
Remarks
04-19-11
Soils_3_
Shoulders Soils
SECTION
Typical Components - Auxiliary LanesTypical
Components
Name Date Title
2 Lane
2_AuxLane_HMA_ 10-18-16 HMA Auxiliary Lane2_AuxLane_PCC_ 10-18-16 PCC Auxiliary Lane
4 Lane
4_AuxLane_HMA_ 10-18-16 HMA Auxiliary Lane4_AuxLane_PCC_ 10-18-16 PCC Auxiliary Lane
10-18-16
SECTION
Typical Components - Auxiliary Lane ShouldersTypical
Components
Name Date Title
2 Lane
2_AL_Shldr_ALT_ 04-21-20 Paved Shoulder Alternates2_AL_Shldr_C_ 04-21-20 Combination Shoulder2_AL_Shldr_FullPCC_ 04-21-20 Full Depth PCC Shoulder2_AL_Shldr_G_ 04-21-20 Granular Shoulder2_AL_Shldr_HMA_ 04-21-20 HMA Shoulder
4 Lane
4_AL_Shldr_ALT_ 04-21-20 Paved Shoulder Alternates4_AL_Shldr_C_ 04-21-20 Combination Shoulder4_AL_Shldr_FullPCC_ 04-21-20 Full Depth PCC Shoulder4_AL_Shldr_G_ 04-21-20 Granular Shoulder4_AL_Shldr_HMA_ 04-21-20 HMA Shoulder
04-21-20
3'1'
Construction
Earth Shoulder
Backfill
Special
P
4%10:1
Normal F
oreslo
pe
4'
7" PCC OR 8" HMA SHOULDER
4%
3' 1'
Construction
Earth Shoulder
Backfill
Special
P
4% 10:1Normal Foreslope
4'
7" PCC OR 8" HMA SHOULDER
4% P
Feet
Paved Shoulder Alternates
Auxiliary Lane
Longitudinal joint: BHMA Shoulder Jointing:
Transverse joints: C at 17' spacingLongitudinal joint: BT-1 or BT-5
PCC Shoulder Jointing:
04-21-20
2_AL_Shldr_ALT_
Auxiliary Lane Shoulders 2 Lane
3'4'
G P
Shoulder
Granular
Backfill
SpecialConstruction
Earth Shoulder
6" HMA SHOULDER
4%10:1
Normal F
oreslo
pe
4%
3'4'
GP
Shoulder
Granular
Backfill
SpecialConstruction
Earth Shoulder
6" HMA SHOULDER
4%10:1
Normal Foreslope4%
GP
Feet Feet
Longitudinal joint: BShoulder Jointing:
Combination Shoulder
Auxiliary Lane
04-21-20
2_AL_Shldr_C_
Auxiliary Lane Shoulders 2 Lane
3'
Construction
Earth Shoulder
X" PCC SHOULDER
P
4%10:1
Normal F
oreslo
pe
4'
4%
3'
Construction
Earth Shoulder
X" PCC SHOULDER
P
4% 10:1Normal Foreslope
4'
4%P
Feet
Full Depth Shoulder
Auxiliary Lane
Transverse joints: C at 17' spacingLongitudinal joint: L-2 or KT-2
Shoulder Jointing:
04-21-20
2_AL_Shldr_FullPCC_
Auxiliary Lane Shoulders 2 Lane
3'
G
Construction
Earth ShoulderShoulder
Granular
4%10:1
Normal F
oreslo
pe
4'
4%
3'
G
Construction
Earth ShoulderShoulder
Granular
4% 10:1Normal Foreslope
4'
4%
G
Feet
Granular Shoulder
Auxiliary Lane
04-21-20
2_AL_Shldr_G_
Auxiliary Lane Shoulders 2 Lane
Construction
Earth ShoulderBackfill
Special
3'1'
P
Normal F
oreslo
pe
4%10:1
4'
8" HMA SHOULDER
4%
Construction
Earth ShoulderBackfill
Special
3' 1'
P
Normal Foreslope
4% 10:1
4'
8" HMA SHOULDER
4%
P
Feet
Longitudinal joint: BShoulder Jointing:
HMA Shoulder
Auxiliary Lane
04-21-20
2_AL_Shldr_HMA_
Auxiliary Lane Shoulders 2 Lane
3'1'
P
4%10:1
4'
Normal F
oreslo
pe
7" PCC OR 8" HMA SHOULDER
Backfill
Special
Construction
Earth Shoulder
4%
3'1'
P
Backfill
Special
Construction
Earth Shoulder
4% 10:1
4'
Normal Foreslope
7" PCC OR 8" HMA SHOULDER
3%
P
Feet
Paved Shoulder Alternates
Auxiliary Lane
Longitudinal joint: BHMA Shoulder Jointing:
Transverse joints: C at 17' spacingLongitudinal joint: BT-1 or BT-5
PCC Shoulder Jointing:
04-21-20
4_AL_Shldr_ALT_
Auxiliary Lane Shoulders 4 Lane
3'4'
G P
Shoulder
Granular
Backfill
SpecialConstruction
Earth Shoulder
6" HMA SHOULDER
4%10:1
Normal F
oreslo
pe
4%
3'
GP
Backfill
Special
Shoulder
Granular
Construction
Earth Shoulder
6" HMA SHOULDER
Normal Foreslope
10:14%
4'
3%
GP
Feet Feet
Longitudinal joint: BShoulder Jointing:
Combination Shoulder
Auxiliary Lane
04-21-20
4_AL_Shldr_C_
Auxiliary Lane Shoulders 4 Lane
3'
Construction
Earth Shoulder
X" PCC SHOULDER
P
4%10:1
Normal F
oreslo
pe
4'
Backfill
Special
4%
3'
P
Construction
Earth Shoulder
4% 10:1
4'
Normal Foreslope
X" PCC SHOULDER
3% P
Feet
Full Depth Shoulder
Auxiliary Lane
Transverse joints: C at 17' spacing Longitudinal joint: L-2 or KT-2Shoulder Jointing:
04-21-20
4_AL_Shldr_FullPCC_
Auxiliary Lane Shoulders 4 Lane
3'
G
Construction
Earth ShoulderShoulder
Granular
4%10:1
Normal F
oreslo
pe
4'
4%
3'
G
Shoulder
Granular
Construction
Earth Shoulder
4% 10:1
4'
Normal Foreslope3%
G
Feet
Granular Shoulder
Auxiliary Lane
04-21-20
4_AL_Shldr_G_
Auxiliary Lane Shoulders 4 Lane
Construction
Earth ShoulderBackfill
Special
3'1'
P
Normal F
oreslo
pe
4%10:1
4'
8" HMA SHOULDER
4%
3' 1'
P
Backfill
Special
Construction
Earth Shoulder
8" HMA SHOULDER
4%10:1
Normal Foreslope
4'
3%
P
Feet
Longitudinal joint: BShoulder Jointing:
HMA Shoulder
Auxiliary Lane
04-21-20
4_AL_Shldr_HMA_
Auxiliary Lane Shoulders 4 Lane
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