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FILL- Fine to Medium SILTYSAND- Trace Clay and Gravel-Brown- Moist (SM)
FILL- Fine to Coarse SAND- LittleFly Ash Debris- Landfill DebrisLayers- Hydrocarbon Odor- Black- Moist to Wet (SP)
FILL- LEAN CLAY- SomeConstruction Debris (Wood,Concrete Slabs)- Brown andBlack (CL)
END OF TEST PIT AT 11.0FEET.
1.2
5.0
11.0
DATE STARTED: 1/11/17 COMPLETED: 1/11/17
LOGGED BY: JSW CHECKED BY: BLE
EXCAVATION METHOD: Test Pit
EQUIPMENT: Deere-310SGCONTRACTOR: MLS Excavating
GROUNDWATER & BACKFILL INFORMATION NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may begradual.
2. Metallic contaminate staining observered on the groundwater.845.0
5.0
DURING EXCAVATION:
AT END OF EXCAVATION: 845.0
5.0
MCPL LL
BACKFILL METHOD: Excavation Spoils
DEPTH (FT) ELEV (FT)
DYNAMIC CONEPENETROMETER
(DCP) --
10 20 30 40
TEST PIT T100E
LEV
AT
ION
(F
EE
T)
BLO
WS
PER
SIX
INC
HES
PROJECT LOCATION: East Lansing, Michigan
PROJECT NAME: Merritt Road Retail Park PROJECT NUMBER: 075804.00
CLIENT: Eyde Company
PAGE 1 OF 1
SURFACE ELEVATION: 850± FTPROFILE DESCRIPTIONS
YM
BO
LIC
PR
OF
ILE
DRY DENSITY(pcf) --
90 100 110 120
MOISTURE &ATTERBERGLIMITS (%)
10 20 30 40
TRIAXIAL (UU)
HAND PENE.
VANE SHEAR (REM)
TORVANE SHEAR
VANE SHEAR (PK) UNC.COMP.
REMARKS
SHEARSTRENGTH (KSF)
1 2 3 4SAM
PLE
TYPE
/NO
.IN
TER
VAL
850
845
840
835
DE
PT
H (
FE
ET
)
0
5
10
15
848.8
845.0
839.0
FILL- Fine to Medium SAND withSilt and Gravel- Brown- Moist(SP-SM)
FILL- Fine to Medium SAND-Trace Silt- Black- Moist to Wet(SP)
FILL- LANDFILL &CONSTRUCTION DEBRIS-Brown and Black - Wet
Fibrous PEAT- Brown- Soft (PT)
END OF TEST PIT AT 12.5FEET.
1.2
5.5
12.0
12.5
DATE STARTED: 1/11/17 COMPLETED: 1/11/17
LOGGED BY: JSW CHECKED BY: BLE
EXCAVATION METHOD: Test Pit
EQUIPMENT: Deere-310SGCONTRACTOR: MLS Excavating
GROUNDWATER & BACKFILL INFORMATION NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may begradual.
846.5
5.5
DURING EXCAVATION:
AT END OF EXCAVATION: 846.5
5.5
MCPL LL
BACKFILL METHOD: Excavation Spoils
DEPTH (FT) ELEV (FT)
DYNAMIC CONEPENETROMETER
(DCP) --
10 20 30 40
TEST PIT T200E
LEV
AT
ION
(F
EE
T)
BLO
WS
PER
SIX
INC
HES
PROJECT LOCATION: East Lansing, Michigan
PROJECT NAME: Merritt Road Retail Park PROJECT NUMBER: 075804.00
CLIENT: Eyde Company
PAGE 1 OF 1
SURFACE ELEVATION: 852± FTPROFILE DESCRIPTIONS
YM
BO
LIC
PR
OF
ILE
DRY DENSITY(pcf) --
90 100 110 120
MOISTURE &ATTERBERGLIMITS (%)
10 20 30 40
TRIAXIAL (UU)
HAND PENE.
VANE SHEAR (REM)
TORVANE SHEAR
VANE SHEAR (PK) UNC.COMP.
REMARKS
SHEARSTRENGTH (KSF)
1 2 3 4SAM
PLE
TYPE
/NO
.IN
TER
VAL
850
845
840
DE
PT
H (
FE
ET
)
0
5
10
15
850.8
846.5
840.0
839.5
FILL- Fine to Medium SAND withSilt and Gravel- Brown- Moist(SP-SM)
FILL- LEAN CLAY- SomeConstruction Debris (AsphaltSlabs)- Brown and Gray (CL)
FILL- Fine to Coarse SAND-Some Construction Debris(Asphalt Slabs, Concrete Slabs)-Brown and Black- Moist to Wet(SP)
END OF TEST PIT AT 9.0 FEET.
1.5
6.0
9.0
DATE STARTED: 1/11/17 COMPLETED: 1/11/17
LOGGED BY: JSW CHECKED BY: BLE
EXCAVATION METHOD: Test Pit
EQUIPMENT: Deere-310SGCONTRACTOR: MLS Excavating
GROUNDWATER & BACKFILL INFORMATION NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may begradual.
846.0
7.0
DURING EXCAVATION:
AT END OF EXCAVATION: 846.0
7.0
MCPL LL
BACKFILL METHOD: Excavation Spoils
DEPTH (FT) ELEV (FT)
DYNAMIC CONEPENETROMETER
(DCP) --
10 20 30 40
TEST PIT T300E
LEV
AT
ION
(F
EE
T)
BLO
WS
PER
SIX
INC
HES
PROJECT LOCATION: East Lansing, Michigan
PROJECT NAME: Merritt Road Retail Park PROJECT NUMBER: 075804.00
CLIENT: Eyde Company
PAGE 1 OF 1
SURFACE ELEVATION: 853± FTPROFILE DESCRIPTIONS
YM
BO
LIC
PR
OF
ILE
DRY DENSITY(pcf) --
90 100 110 120
MOISTURE &ATTERBERGLIMITS (%)
10 20 30 40
TRIAXIAL (UU)
HAND PENE.
VANE SHEAR (REM)
TORVANE SHEAR
VANE SHEAR (PK) UNC.COMP.
REMARKS
SHEARSTRENGTH (KSF)
1 2 3 4SAM
PLE
TYPE
/NO
.IN
TER
VAL
850
845
840
DE
PT
H (
FE
ET
)
0
5
10
15
851.5
847.0
844.0
FILL- Fine to Medium SAND withSilt and Gravel- Brown- Moist(SP-SM)
FILL- Sandy LEAN CLAY- Gray(CL)
Fill- Fine to Medium SAND withSilt- Little Construction Debris(Asphalt Slabs, Concrete PipeSection)- Brown and Gray- Moistto Wet (SP-SM)
LEAN CLAY- Gray (CL)
END OF TEST PIT AT 8.0 FEET.
1.0
3.0
6.0
8.0
DATE STARTED: 1/11/17 COMPLETED: 1/11/17
LOGGED BY: JSW CHECKED BY: BLE
EXCAVATION METHOD: Test Pit
EQUIPMENT: Deere-310SGCONTRACTOR: MLS Excavating
GROUNDWATER & BACKFILL INFORMATION NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may begradual.
847.0
6.0
DURING EXCAVATION:
AT END OF EXCAVATION: 847.0
6.0
MCPL LL
BACKFILL METHOD: Excavation Spoils
DEPTH (FT) ELEV (FT)
DYNAMIC CONEPENETROMETER
(DCP) --
10 20 30 40
TEST PIT T400E
LEV
AT
ION
(F
EE
T)
BLO
WS
PER
SIX
INC
HES
PROJECT LOCATION: East Lansing, Michigan
PROJECT NAME: Merritt Road Retail Park PROJECT NUMBER: 075804.00
CLIENT: Eyde Company
PAGE 1 OF 1
SURFACE ELEVATION: 853± FTPROFILE DESCRIPTIONS
YM
BO
LIC
PR
OF
ILE
DRY DENSITY(pcf) --
90 100 110 120
MOISTURE &ATTERBERGLIMITS (%)
10 20 30 40
TRIAXIAL (UU)
HAND PENE.
VANE SHEAR (REM)
TORVANE SHEAR
VANE SHEAR (PK) UNC.COMP.
REMARKS
SHEARSTRENGTH (KSF)
1 2 3 4SAM
PLE
TYPE
/NO
.IN
TER
VAL
850
845
840
DE
PT
H (
FE
ET
)
0
5
10
15
852.0
850.0
847.0
845.0
FILL- Fine to Medium SAND withSilt and Gravel- Brown- Moist(SP-SM)
FILL- Sandy LEAN CLAY- Brownand Gray (CL)
Fill- Fine to Medium SAND withSilt- Little Construction Debris(Concrete Slabs)- Trace LandfillDebris- Brown and Gray- Moist toWet (SP-SM)
END OF TEST PIT AT 10.0FEET.
1.0
3.0
10.0
DATE STARTED: 1/11/17 COMPLETED: 1/11/17
LOGGED BY: JSW CHECKED BY: BLE
EXCAVATION METHOD: Test Pit
EQUIPMENT: Deere-310SGCONTRACTOR: MLS Excavating
GROUNDWATER & BACKFILL INFORMATION NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may begradual.
845.0
8.0
DURING EXCAVATION:
AT END OF EXCAVATION: 845.0
8.0
MCPL LL
BACKFILL METHOD: Excavation Spoils
DEPTH (FT) ELEV (FT)
DYNAMIC CONEPENETROMETER
(DCP) --
10 20 30 40
TEST PIT T500E
LEV
AT
ION
(F
EE
T)
BLO
WS
PER
SIX
INC
HES
PROJECT LOCATION: East Lansing, Michigan
PROJECT NAME: Merritt Road Retail Park PROJECT NUMBER: 075804.00
CLIENT: Eyde Company
PAGE 1 OF 1
SURFACE ELEVATION: 853± FTPROFILE DESCRIPTIONS
YM
BO
LIC
PR
OF
ILE
DRY DENSITY(pcf) --
90 100 110 120
MOISTURE &ATTERBERGLIMITS (%)
10 20 30 40
TRIAXIAL (UU)
HAND PENE.
VANE SHEAR (REM)
TORVANE SHEAR
VANE SHEAR (PK) UNC.COMP.
REMARKS
SHEARSTRENGTH (KSF)
1 2 3 4SAM
PLE
TYPE
/NO
.IN
TER
VAL
850
845
840
DE
PT
H (
FE
ET
)
0
5
10
15
852.0
850.0
843.0
FILL- Sandy LEAN CLAY- LittleGravel- Brown (CL)
FILL- LEAN CLAY- Trace Sandand Gravel- Brown and Gray (CL)
FILL- LANDFILL DEBRIS- Brownand Black- Moist to Wet
END OF TEST PIT AT 7.5 FEET.
2.0
3.5
7.5
DATE STARTED: 1/11/17 COMPLETED: 1/11/17
LOGGED BY: JSW CHECKED BY: BLE
EXCAVATION METHOD: Test Pit
EQUIPMENT: Deere-310SGCONTRACTOR: MLS Excavating
GROUNDWATER & BACKFILL INFORMATION NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may begradual.
845.5
5.5
DURING EXCAVATION:
AT END OF EXCAVATION: 845.5
5.5
MCPL LL
BACKFILL METHOD: Excavation Spoils
DEPTH (FT) ELEV (FT)
DYNAMIC CONEPENETROMETER
(DCP) --
10 20 30 40
TEST PIT T600E
LEV
AT
ION
(F
EE
T)
BLO
WS
PER
SIX
INC
HES
PROJECT LOCATION: East Lansing, Michigan
PROJECT NAME: Merritt Road Retail Park PROJECT NUMBER: 075804.00
CLIENT: Eyde Company
PAGE 1 OF 1
SURFACE ELEVATION: 851± FTPROFILE DESCRIPTIONS
YM
BO
LIC
PR
OF
ILE
DRY DENSITY(pcf) --
90 100 110 120
MOISTURE &ATTERBERGLIMITS (%)
10 20 30 40
TRIAXIAL (UU)
HAND PENE.
VANE SHEAR (REM)
TORVANE SHEAR
VANE SHEAR (PK) UNC.COMP.
REMARKS
SHEARSTRENGTH (KSF)
1 2 3 4SAM
PLE
TYPE
/NO
.IN
TER
VAL
850
845
840
DE
PT
H (
FE
ET
)
0
5
10
15
849.0
847.5
843.5
FILL- Fine to Medium SAND withSilt and Gravel- Brown- Moist(SP-SM)
FILL- LEAN CLAY- Trace Sandand Gravel- Brown and Gray (CL)
FILL- CONSTRUCTION ANDLANDFILL DEBRIS- Brown andBlack - Moist to Wet
END OF TEST PIT AT 9.0 FEET.
1.5
3.0
9.0
DATE STARTED: 1/11/17 COMPLETED: 1/11/17
LOGGED BY: JSW CHECKED BY: BLE
EXCAVATION METHOD: Test Pit
EQUIPMENT: Deere-310SGCONTRACTOR: MLS Excavating
GROUNDWATER & BACKFILL INFORMATION NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may begradual.
847.5
3.5
DURING EXCAVATION:
AT END OF EXCAVATION: 847.5
3.5
MCPL LL
BACKFILL METHOD: Excavation Spoils
DEPTH (FT) ELEV (FT)
DYNAMIC CONEPENETROMETER
(DCP) --
10 20 30 40
TEST PIT T700E
LEV
AT
ION
(F
EE
T)
BLO
WS
PER
SIX
INC
HES
PROJECT LOCATION: East Lansing, Michigan
PROJECT NAME: Merritt Road Retail Park PROJECT NUMBER: 075804.00
CLIENT: Eyde Company
PAGE 1 OF 1
SURFACE ELEVATION: 851± FTPROFILE DESCRIPTIONS
YM
BO
LIC
PR
OF
ILE
DRY DENSITY(pcf) --
90 100 110 120
MOISTURE &ATTERBERGLIMITS (%)
10 20 30 40
TRIAXIAL (UU)
HAND PENE.
VANE SHEAR (REM)
TORVANE SHEAR
VANE SHEAR (PK) UNC.COMP.
REMARKS
SHEARSTRENGTH (KSF)
1 2 3 4SAM
PLE
TYPE
/NO
.IN
TER
VAL
850
845
840
DE
PT
H (
FE
ET
)
0
5
10
15
849.5
848.0
842.0
FILL- SAND with Silt- Black-Moist (SP-SM)
FILL- LEAN CLAY- Gray (CL)
FILL- CONSTRUCTION DEBRIS(Concrete Curb & GutterSections)- Trace Landfill Debris-Brown and Black - Moist to Wet
END OF TEST PIT AT 11.0FEET.
1.5
5.5
11.0
DATE STARTED: 1/11/17 COMPLETED: 1/11/17
LOGGED BY: JSW CHECKED BY: BLE
EXCAVATION METHOD: Test Pit
EQUIPMENT: Deere-310SGCONTRACTOR: MLS Excavating
GROUNDWATER & BACKFILL INFORMATION NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may begradual.
847.0
4.0
DURING EXCAVATION:
AT END OF EXCAVATION: 847.0
4.0
MCPL LL
BACKFILL METHOD: Excavation Spoils
DEPTH (FT) ELEV (FT)
DYNAMIC CONEPENETROMETER
(DCP) --
10 20 30 40
TEST PIT T800E
LEV
AT
ION
(F
EE
T)
BLO
WS
PER
SIX
INC
HES
PROJECT LOCATION: East Lansing, Michigan
PROJECT NAME: Merritt Road Retail Park PROJECT NUMBER: 075804.00
CLIENT: Eyde Company
PAGE 1 OF 1
SURFACE ELEVATION: 851± FTPROFILE DESCRIPTIONS
YM
BO
LIC
PR
OF
ILE
DRY DENSITY(pcf) --
90 100 110 120
MOISTURE &ATTERBERGLIMITS (%)
10 20 30 40
TRIAXIAL (UU)
HAND PENE.
VANE SHEAR (REM)
TORVANE SHEAR
VANE SHEAR (PK) UNC.COMP.
REMARKS
SHEARSTRENGTH (KSF)
1 2 3 4SAM
PLE
TYPE
/NO
.IN
TER
VAL
850
845
840
DE
PT
H (
FE
ET
)
0
5
10
15
849.5
845.5
840.0
FILL- Fine to Coarse SAND withGravel- Some Fly Ash Debris-Black to Brown- Moist (SP)
FILL- LEAN CLAY- Gray (CL)
FILL- LEAN CLAY- FrequentDebris Layers- Gray (CL)
CLAYEY SAND- Gray- Moist toWet (SC)
LEAN CLAY- Gray (CL)
END OF TEST PIT AT 11.0FEET.
1.5
2.0
6.0
9.0
11.0
DATE STARTED: 1/11/17 COMPLETED: 1/11/17
LOGGED BY: JSW CHECKED BY: BLE
EXCAVATION METHOD: Test Pit
EQUIPMENT: Deere-310SGCONTRACTOR: MLS Excavating
GROUNDWATER & BACKFILL INFORMATION NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may begradual.
846.0
9.0
DURING EXCAVATION:
AT END OF EXCAVATION: 846.0
9.0
MCPL LL
BACKFILL METHOD: Excavation Spoils
DEPTH (FT) ELEV (FT)
DYNAMIC CONEPENETROMETER
(DCP) --
10 20 30 40
TEST PIT T900E
LEV
AT
ION
(F
EE
T)
BLO
WS
PER
SIX
INC
HES
PROJECT LOCATION: East Lansing, Michigan
PROJECT NAME: Merritt Road Retail Park PROJECT NUMBER: 075804.00
CLIENT: Eyde Company
PAGE 1 OF 1
SURFACE ELEVATION: 855± FTPROFILE DESCRIPTIONS
YM
BO
LIC
PR
OF
ILE
DRY DENSITY(pcf) --
90 100 110 120
MOISTURE &ATTERBERGLIMITS (%)
10 20 30 40
TRIAXIAL (UU)
HAND PENE.
VANE SHEAR (REM)
TORVANE SHEAR
VANE SHEAR (PK) UNC.COMP.
REMARKS
SHEARSTRENGTH (KSF)
1 2 3 4SAM
PLE
TYPE
/NO
.IN
TER
VAL
855
850
845
840
DE
PT
H (
FE
ET
)
0
5
10
15
853.5
853.0
849.0
846.0
844.0
FILL- CRUSHED ASPHALT
FILL- Sandy LEAN CLAY- Brown(CL)
FILL- LEAN CLAY- Gray (CL)
FILL- LEAN CLAY- TraceConstruction Debris (Brick, SteelCables)- Gray (CL)
LEAN CLAY- Gray (CL)
END OF TEST PIT AT 9.0 FEET.
0.7
1.2
3.5
7.5
9.0
DATE STARTED: 1/11/17 COMPLETED: 1/11/17
LOGGED BY: JSW CHECKED BY: BLE
EXCAVATION METHOD: Test Pit
EQUIPMENT: Deere-310SGCONTRACTOR: MLS Excavating
GROUNDWATER & BACKFILL INFORMATION
GROUNDWATER WAS NOT ENCOUNTERED
NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may begradual.
MCPL LL
BACKFILL METHOD: Excavation Spoils
DYNAMIC CONEPENETROMETER
(DCP) --
10 20 30 40
TEST PIT T1000E
LEV
AT
ION
(F
EE
T)
BLO
WS
PER
SIX
INC
HES
PROJECT LOCATION: East Lansing, Michigan
PROJECT NAME: Merritt Road Retail Park PROJECT NUMBER: 075804.00
CLIENT: Eyde Company
PAGE 1 OF 1
SURFACE ELEVATION: 857± FTPROFILE DESCRIPTIONS
YM
BO
LIC
PR
OF
ILE
DRY DENSITY(pcf) --
90 100 110 120
MOISTURE &ATTERBERGLIMITS (%)
10 20 30 40
TRIAXIAL (UU)
HAND PENE.
VANE SHEAR (REM)
TORVANE SHEAR
VANE SHEAR (PK) UNC.COMP.
REMARKS
SHEARSTRENGTH (KSF)
1 2 3 4SAM
PLE
TYPE
/NO
.IN
TER
VAL
855
850
845
DE
PT
H (
FE
ET
)
0
5
10
15
856.3
855.8
853.5
849.5
848.0
FILL- ASPHALT with CrushedAsphalt
FILL- Fine to Medium SILTYSAND- Brown- Wet (SM)
FILL- LANDFILL DEBRIS-Petroleum Odor- Brown andBlack - Wet
FILL- CONSTRUCTION DEBRIS(Concrete and Brick)- PetroleumOdor- Trace Landfill Debris-Brown and Black - Wet
END OF TEST PIT AT 8.0 FEET.
2.0
3.0
5.0
8.0
DATE STARTED: 1/11/17 COMPLETED: 1/11/17
LOGGED BY: JSW CHECKED BY: BLE
EXCAVATION METHOD: Test Pit
EQUIPMENT: Deere-310SGCONTRACTOR: MLS Excavating
GROUNDWATER & BACKFILL INFORMATION NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may begradual.
2. Metallic contaminate staining observered on the groundwater.851.0
2.0
DURING EXCAVATION:
AT END OF EXCAVATION: 851.0
2.0
MCPL LL
BACKFILL METHOD: Excavation Spoils
DEPTH (FT) ELEV (FT)
DYNAMIC CONEPENETROMETER
(DCP) --
10 20 30 40
TEST PIT T1100E
LEV
AT
ION
(F
EE
T)
BLO
WS
PER
SIX
INC
HES
PROJECT LOCATION: East Lansing, Michigan
PROJECT NAME: Merritt Road Retail Park PROJECT NUMBER: 075804.00
CLIENT: Eyde Company
PAGE 1 OF 1
SURFACE ELEVATION: 853± FTPROFILE DESCRIPTIONS
YM
BO
LIC
PR
OF
ILE
DRY DENSITY(pcf) --
90 100 110 120
MOISTURE &ATTERBERGLIMITS (%)
10 20 30 40
TRIAXIAL (UU)
HAND PENE.
VANE SHEAR (REM)
TORVANE SHEAR
VANE SHEAR (PK) UNC.COMP.
REMARKS
SHEARSTRENGTH (KSF)
1 2 3 4SAM
PLE
TYPE
/NO
.IN
TER
VAL
850
845
840
DE
PT
H (
FE
ET
)
0
5
10
15
851.0
850.0
848.0
845.0
FILL- Fine to Medium SILTYSAND- Brown and Black- Moist(SM)
FILL- LANDFILL DEBRIS- Brownand Black - Moist
FILL- LEAN CLAY- TraceConstruction Debris (Brick andConcrete)- Gray (CL)
END OF TEST PIT AT 11.0FEET.
2.5
3.5
11.0
DATE STARTED: 1/11/17 COMPLETED: 1/11/17
LOGGED BY: JSW CHECKED BY: BLE
EXCAVATION METHOD: Test Pit
EQUIPMENT: Deere-310SGCONTRACTOR: MLS Excavating
GROUNDWATER & BACKFILL INFORMATION NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may begradual.
847.0
7.0
DURING EXCAVATION:
AT END OF EXCAVATION: 847.0
7.0
MCPL LL
BACKFILL METHOD: Excavation Spoils
DEPTH (FT) ELEV (FT)
DYNAMIC CONEPENETROMETER
(DCP) --
10 20 30 40
TEST PIT T1200E
LEV
AT
ION
(F
EE
T)
BLO
WS
PER
SIX
INC
HES
PROJECT LOCATION: East Lansing, Michigan
PROJECT NAME: Merritt Road Retail Park PROJECT NUMBER: 075804.00
CLIENT: Eyde Company
PAGE 1 OF 1
SURFACE ELEVATION: 854± FTPROFILE DESCRIPTIONS
YM
BO
LIC
PR
OF
ILE
DRY DENSITY(pcf) --
90 100 110 120
MOISTURE &ATTERBERGLIMITS (%)
10 20 30 40
TRIAXIAL (UU)
HAND PENE.
VANE SHEAR (REM)
TORVANE SHEAR
VANE SHEAR (PK) UNC.COMP.
REMARKS
SHEARSTRENGTH (KSF)
1 2 3 4SAM
PLE
TYPE
/NO
.IN
TER
VAL
850
845
840
DE
PT
H (
FE
ET
)
0
5
10
15
851.5
850.5
843.0
FILL- Fine to Medium SILTYSAND- Brown and Black- Moist(SM)
FILL- LEAN CLAY- Brown to Gray(CL)
FILL- CONSTRUCTION DEBRIS(Wood and Cinder Block)- Brownand Black - Wet
END OF TEST PIT AT 8.0 FEET.
1.0
6.0
8.0
DATE STARTED: 1/11/17 COMPLETED: 1/11/17
LOGGED BY: JSW CHECKED BY: BLE
EXCAVATION METHOD: Test Pit
EQUIPMENT: Deere-310SGCONTRACTOR: MLS Excavating
GROUNDWATER & BACKFILL INFORMATION NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may begradual.
846.0
3.5
DURING EXCAVATION:
AT END OF EXCAVATION: 848.5
6.0
MCPL LL
BACKFILL METHOD: Excavation Spoils
DEPTH (FT) ELEV (FT)
DYNAMIC CONEPENETROMETER
(DCP) --
10 20 30 40
TEST PIT T1300E
LEV
AT
ION
(F
EE
T)
BLO
WS
PER
SIX
INC
HES
PROJECT LOCATION: East Lansing, Michigan
PROJECT NAME: Merritt Road Retail Park PROJECT NUMBER: 075804.00
CLIENT: Eyde Company
PAGE 1 OF 1
SURFACE ELEVATION: 852± FTPROFILE DESCRIPTIONS
YM
BO
LIC
PR
OF
ILE
DRY DENSITY(pcf) --
90 100 110 120
MOISTURE &ATTERBERGLIMITS (%)
10 20 30 40
TRIAXIAL (UU)
HAND PENE.
VANE SHEAR (REM)
TORVANE SHEAR
VANE SHEAR (PK) UNC.COMP.
REMARKS
SHEARSTRENGTH (KSF)
1 2 3 4SAM
PLE
TYPE
/NO
.IN
TER
VAL
850
845
840
DE
PT
H (
FE
ET
)
0
5
10
15
851.0
846.0
844.0
FILL- Fine to Medium SILTYSAND- Brown and Black- Moist(SM)
FILL- LEAN CLAY- TraceConstruction Debris (AsphaltSlabs, Brick, Clay Tile)- Gray (CL)
END OF TEST PIT AT 12.0FEET.
1.2
12.0
DATE STARTED: 1/11/17 COMPLETED: 1/11/17
LOGGED BY: JSW CHECKED BY: BLE
EXCAVATION METHOD: Test Pit
EQUIPMENT: Deere-310SGCONTRACTOR: MLS Excavating
GROUNDWATER & BACKFILL INFORMATION
GROUNDWATER WAS NOT ENCOUNTERED
NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may begradual.
MCPL LL
BACKFILL METHOD: Excavation Spoils
DYNAMIC CONEPENETROMETER
(DCP) --
10 20 30 40
TEST PIT T1400E
LEV
AT
ION
(F
EE
T)
BLO
WS
PER
SIX
INC
HES
PROJECT LOCATION: East Lansing, Michigan
PROJECT NAME: Merritt Road Retail Park PROJECT NUMBER: 075804.00
CLIENT: Eyde Company
PAGE 1 OF 1
SURFACE ELEVATION: 856± FTPROFILE DESCRIPTIONS
YM
BO
LIC
PR
OF
ILE
DRY DENSITY(pcf) --
90 100 110 120
MOISTURE &ATTERBERGLIMITS (%)
10 20 30 40
TRIAXIAL (UU)
HAND PENE.
VANE SHEAR (REM)
TORVANE SHEAR
VANE SHEAR (PK) UNC.COMP.
REMARKS
SHEARSTRENGTH (KSF)
1 2 3 4SAM
PLE
TYPE
/NO
.IN
TER
VAL
855
850
845
DE
PT
H (
FE
ET
)
0
5
10
15
854.8
844.0
FILL- Fine to Medium SILTYSAND- Some Fly Ash Debris-Brown and Black- Moist (SM)
FILL- Sandy LEAN CLAY- TraceConstruction Debris (AsphaltSlabs)- Brown (CL)
LEAN CLAY- Gray (CL)
END OF TEST PIT AT 9.0 FEET.
1.0
6.0
9.0
DATE STARTED: 1/11/17 COMPLETED: 1/11/17
LOGGED BY: JSW CHECKED BY: BLE
EXCAVATION METHOD: Test Pit
EQUIPMENT: Deere-310SGCONTRACTOR: MLS Excavating
GROUNDWATER & BACKFILL INFORMATION
GROUNDWATER WAS NOT ENCOUNTERED
NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may begradual.
MCPL LL
BACKFILL METHOD: Excavation Spoils
DYNAMIC CONEPENETROMETER
(DCP) --
10 20 30 40
TEST PIT T1500E
LEV
AT
ION
(F
EE
T)
BLO
WS
PER
SIX
INC
HES
PROJECT LOCATION: East Lansing, Michigan
PROJECT NAME: Merritt Road Retail Park PROJECT NUMBER: 075804.00
CLIENT: Eyde Company
PAGE 1 OF 1
SURFACE ELEVATION: 856± FTPROFILE DESCRIPTIONS
YM
BO
LIC
PR
OF
ILE
DRY DENSITY(pcf) --
90 100 110 120
MOISTURE &ATTERBERGLIMITS (%)
10 20 30 40
TRIAXIAL (UU)
HAND PENE.
VANE SHEAR (REM)
TORVANE SHEAR
VANE SHEAR (PK) UNC.COMP.
REMARKS
SHEARSTRENGTH (KSF)
1 2 3 4SAM
PLE
TYPE
/NO
.IN
TER
VAL
855
850
845
DE
PT
H (
FE
ET
)
0
5
10
15
855.0
850.0
847.0
FILL- Fine to Medium SILTYSAND- Brown- Moist (SM)
FILL- Sandy LEAN CLAY- TraceConstruction Debris (Clay Tileand Brick)- Occasional SandLayers- Brown (CL)
LEAN CLAY- Trace Sand andGravel- Gray (CL)
END OF TEST PIT AT 10.0FEET.
0.8
4.0
10.0
DATE STARTED: 1/11/17 COMPLETED: 1/11/17
LOGGED BY: JSW CHECKED BY: BLE
EXCAVATION METHOD: Test Pit
EQUIPMENT: Deere-310SGCONTRACTOR: MLS Excavating
GROUNDWATER & BACKFILL INFORMATION
GROUNDWATER WAS NOT ENCOUNTERED
NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may begradual.
MCPL LL
BACKFILL METHOD: Excavation Spoils
DYNAMIC CONEPENETROMETER
(DCP) --
10 20 30 40
TEST PIT T1600E
LEV
AT
ION
(F
EE
T)
BLO
WS
PER
SIX
INC
HES
PROJECT LOCATION: East Lansing, Michigan
PROJECT NAME: Merritt Road Retail Park PROJECT NUMBER: 075804.00
CLIENT: Eyde Company
PAGE 1 OF 1
SURFACE ELEVATION: 860± FTPROFILE DESCRIPTIONS
YM
BO
LIC
PR
OF
ILE
DRY DENSITY(pcf) --
90 100 110 120
MOISTURE &ATTERBERGLIMITS (%)
10 20 30 40
TRIAXIAL (UU)
HAND PENE.
VANE SHEAR (REM)
TORVANE SHEAR
VANE SHEAR (PK) UNC.COMP.
REMARKS
SHEARSTRENGTH (KSF)
1 2 3 4SAM
PLE
TYPE
/NO
.IN
TER
VAL
860
855
850
845
DE
PT
H (
FE
ET
)
0
5
10
15
859.2
856.0
850.0
