copy of 13-549-0 data cores 12-18-14 - bidnetcopy of 13-549-0 data cores 12-18-14.xlsx author...

Project:

LAWRENCE STEPHENSON RMA Project No.: 13-549-0

1 2 3 1 2 3 1 2 3 1 2 3

1 379+00 12/18/14 Westbound 101.40' 101.36' AC PCC 7.5" 4.5" GP CH CL 2" 22" 22.5"

2 374+00 12/18/14 Westbound 100.25' 99.95' AC PCC 8" 4.25" CL CH 3 14.5"

3 369+00 12/18/14 Westbound 98.70' 98.57' AC PCC 7" 4" CL CH 6.5" 20.5"

4 365+00 12/18/14 Westbound 97.65' 97.70' AC PCC 9" 4" SC CH 15" 17"

5 360+50 12/19/14 Westbound 97.90' 97.60' AC PCC 13" 4.5" SC CH 7.25" 14.5"

6 354+75 12/19/14 Westbound 95.15' 95.17' AC PCC CTSB 8.25" 4.75" 2" SM CH 9.75" 18.75"

7 351+00 12/19/14 Westbound 94.40' 94.42' AC PCC 11.25" 3.75" SC CH 12" 10"

8 346+00 12/19/14 Westbound 93.42' 93.79' AC PCC 7.5" 3.5" SC CL 14" 20.75"

9 338+25 12/19/14 Westbound 93.75' 94.06' AC PCC 6.75" 11.5" GP SC-SM 7.75" 19.5"

10 334+50 12/19/14 Westbound 93.09' 93.19' AC PCC 4.25" 13" GW SC-SM 6.25" 15.75"

Logged By:

Company Name: GOODFELLOW TOP GRADE CONSTRUCTION CIVIL & STATION, SANTA CLARA ALUM ROCK RT

PROJECT INFORMATION

DATA CORE SUMMARY

StationUnstabilized MaterialLane

Direction

Date

CoredCore ID

Recovered MaterialRevovered

MaterialThicknessUnstabilized Material ThicknessSurface

Elevation

Finished

Grade

Elevation

Data Core Report

3150 Fitzgerald Road Rancho Cordova CA 95742 | T: 916.631.7194 | : 916.631.7256 | www.rmacompanies.com

PHOTOGRAPH

DATA CORE INFORMATION SUMMARY

4.5"

Types of Material Recovered:

Material Thickness:

AC

7.5"

PCC

Post Mile / Station: 379+00

Remarks: GW - Reddish Brown Poorley Graded Gravel with Sand and Clay (Artificial Fill)CH - Black Fat Clay

CL - Dark Brown Lean Clay

Type of Unstabilized Material:

Unstabilized Material Thickness:

2259 ALUM ROCK AVE.

GP CH CL

2" 22" 22.5"

WestboundLane Direction:

Location:

12/18/2014Project:

Surface Elevation (ft):

Date Cored:

101.4

CIVIL & STATION, SANTA

CLARA - ALUM ROCK RT.

PROJECT INFORMATION CORE LOCATION INFORMATION

1Core ID:Company Name: TOP GRADE CONSTRUCTION

Data Core Report



Project:


Westbound


ALUM ROCK AVE.100.25

Lane Direction:

Location:

Date Cored: 12/18/2014CIVIL & STATION, SANTA





Material Thickness:

AC

8"

PCC

4.25"


Remarks: CL - Reddish Brown Sandy Lean Clay with Gravel (Artificial Fill)

CH - Black Fat Clay

PHOTOGRAPH


CL CH

3" 14.5"

Data Core Report



Project:


Westbound


2101 ALUM ROCK AVE.98.7

Lane Direction:

Location:






Material Thickness:

AC

7"

PCC

4"


Remarks: CL - Reddish Brown Sandy Lean Clay with Gravel (Artificial Fill)

CH - Dark Brown Fat Clay

PHOTOGRAPH


CL CH

6.5" 20.5"

Data Core Report


PHOTOGRAPH


Material Thickness:

AC

9" 4"

Remarks: SC - Reddish Brown Clayey Sand with Gravel (Artificial Fill)


Type of Unstabilized Material: SC CH

15" 17"

Post Mile / Station:



PCC

2029 ALUM ROCK AVE.Location:Surface Elevation (ft):

365+00

97.65



Date Cored:


Project: 12/18/2014CIVIL & STATION, SANTA


Data Core Report


TOP GRADE CONSTRUCTION


Project:


Westbound



Lane Direction:

Location:




5Core ID:Company Name:


Material Thickness:

AC

13"

PCC

4.5"


Remarks: SC - Dark Brown Clayey Sand with Gravel (Artificial Fill)

CH - Black Fat Clay

PHOTOGRAPH


SC CH

7.25" 14.5"

Data Core Report


PHOTOGRAPH


Material Thickness:

AC

8.25" 4.75" 2"

Remarks: SM - Dark Brown Silty Sand with Gravel (Artificial Fill)CTSB - Cement Treated Subbase

CH - Black Fat Clay

Type of Unstabilized Material: SM CH

9.75" 18.75"




CTSBPCC


354+75

95.15



Date Cored:




Data Core Report


PHOTOGRAPH


Material Thickness:

AC

11.25" 3.75"

Remarks: SC - Olive Brown Clayey Sand with Gravel (Artificial Fill)


Type of Unstabilized Material: SC CH

12" 10"




PCC


351+00

94.4



Date Cored:




Data Core Report


Project:

ALUM ROCK / EASTGATELocation:

12/19/2014Date Cored:



93.42

CIVIL & STATION, SANTA





Remarks:


20.75"

PHOTOGRAPH

Material Thickness:

AC

7.5" 3.5"



SC - Olive Brown Clayey Sand with Gravel (Artificial Fill)

CL - Dark Brown Lean Clay

Types of Material Recovered: PCC

SC CL

14"

Data Core Report



Project:


Westbound



Lane Direction:

Location:






Material Thickness:

AC

6.75"

PCC

11.5"


Remarks: GP - Poorely-Graded Gravel (1.5" Ballast) (Artificial Fill)

SC-SM - Reddish Brown Silty Clayey Sand

PHOTOGRAPH


GP SC-SM

7.75" 19.5"

Data Core Report


PHOTOGRAPH


Material Thickness:

AC

4.25" 13"

Remarks: Well-Graded Gravel with Sand and Silt (Artificial Fill)

SC-SM - Reddish Brown Silty Clay with Sand

Type of Unstabilized Material: GW SC-SM

6.25" 15.75"




PCC


334+50

93.09



Date Cored:




Data Core Report


copy of 13-549-0 data cores 12-18-14 - bidnetcopy of 13-549-0 data cores 12-18-14.xlsx author...

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