Field Density Testing
FIELD DENSITY TEST REPORT Report Number: ER161067.0006 Service Date: 09/07/16 Report Date: 09/09/16 Task:
1246 Howard Ave Myrtle Beach, SC 29577-1658 843-286-2500
Client
Project
Wal-Mart Stores, Inc. Attn: Lindsay McBurnett 2001 SE 10th Street Bentonville, AR 72716
Walmart Store No. 5367-00, Myrtle Beach (17th Ave. S.) South Kings Hwy. & 17th Ave. Myrtle Beach, SC Project Number: ER161067
Material Information Mat. No. 1
Proctor Ref. No. ER161067.0002
Classification and Description Tan / Light Brown Sand
Field Test Data Test No.
Test Location
Laboratory Test Method ASTM D1557
Lab Test Data Optimum Water Max. Lab Content Density (%) (pcf) 11.6 110.3
Lift / Elev.
Mat. No.
Probe Depth (in)
Wet Density (pcf)
Water Content (pcf)
1st Lift 1st Lift 1st Lift 1st Lift 1st Lift
1 1 1 1 1
6 6 6 6 6
116.0 118.5 117.4 119.4 117.7
9.2 10.0 9.5 10.4 9.3
Water Content (%)
Project Requirements Water Content Compaction (%) (%) Min 95.0 Dry Density (pcf)
Percent Compaction (%)
Building Pad - See Map 1 2 3 4 5
Test Number 1 Test Number 2 Test Number 3 Test Number 4 Test Number 5
Datum: Comments:
8.6 9.2 8.8 9.5 8.6
Serial No: 32277 Std. Cnt. M: 691 Test and/or retest results on this report meet project requirements as noted above.
106.8 108.5 107.9 109.0 108.4
96.8 98.4 97.8 98.8 98.3
Std. Cnt. D: 2197
Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Terracon Rep.: Willette, Daniel Reported To: Contractor: Report Distribution: Reviewed By: (1) D&L Sitework, Inc., Brandon Lawrence (1) Myers & Chapman, Inc., Carlos Carreno Jeremy Crady (1) Myers & Chapman, Inc., chad marshall (1) Myers & Chapman, Inc., travis Hogue Department Manager II-Technical (1) Wallace Engineering Structural & Civil Services:
Consultants, Angela Johnson
Test Methods: ASTM D6938 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007, 11-16-12, Rev.7
Page 1 of 1
Walmart Store No. 5367-00, Myrtle Beach (17th Ave. S.)
Site Plan: Report Number: ER161067.0006
South Kings Hwy. & 17th Ave.
Technician:
Willette, Daniel
1246 Howard Ave
Myrtle Beach, SC
Date:
09/07/16
Myrtle Beach, SC 29577-1658
Scale:
BD000P, 08-24-13, Rev.1
Not to Scale
843-286-2500
FIELD DENSITY TESTING REPORT Report Number: Service Date: Report Date:
ER161067.0006 09/07/16 09/09/16
1246 Howard Ave Myrtle Beach, SC 29577-1658 843-286-2500
Client
Project
Wal-Mart Stores, Inc. Attn: Lindsay McBurnett 2001 SE 10th Street Bentonville, AR 72716
Walmart Store No. 5367-00, Myrtle Beach (17th Ave. S.) South Kings Hwy. & 17th Ave. Myrtle Beach, SC Project Number:
ER161067
Services Requested By:
Walmart Stores Inc.
Earthwork Contractor:
D & L Sitework
Observed Location(s):
Building Pad - See Map
Subgrade Review:
Prior to the placement of fill the subgrade was reviewed and consisted of Brown Silty Sand. The subgrade was observed to be firm and stable.
Fill Type Placed:
Structural Fill
Proctor No.(s):
ER161067.0002
Fill Description:
Brown Silty Sand
Source Of Fill:
On-site borrow from Parking Lot
Fill Placement:
Compactive efforts were applied with a vibratory smooth-drum roller. The fill placed appeared firm and stable during the application of compactive efforts.
Field Density Test Results:
Field density tests were conducted on the fill placed today utilizing the nuclear method (ASTM D6938). 5 field density tests were performed. The test results met the minimum specified 95.0% compaction requirement as compared to ASTM D1557. Refer to the attached Field Density Test Summary for individual test data.
Services:
Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition.
Terracon Rep.: Willette, Daniel Reported To: Contractor: Report Distribution: (1) D&L Sitework, Inc., Brandon Lawrence (1) Myers & Chapman, Inc., chad marshall (1) Wallace Engineering Structural & Civil Consultants, Angela Johnson
(1) Myers & Chapman, Inc., Carlos Carreno (1) Myers & Chapman, Inc., travis Hogue
Reviewed By:
____________________________________ Jeremy Crady Department Manager II-Technical
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. AF0005, 10-16-13, Rev.6 Page 1 of 1
1246 Howard Ave Myrtle Beach, SC 29577-1658 843-286-2500
Client
Project
Wal-Mart Stores, Inc. Attn: Lindsay McBurnett 2001 SE 10th Street Bentonville, AR 72716
Walmart Store No. 5367-00, Myrtle Beach (17th Ave. S.) South Kings Hwy. & 17th Ave. Myrtle Beach, SC Project Number: ER161067
Material Information Mat. No. 1
Proctor Ref. No. ER161067.0002
Classification and Description Tan / Light Brown Sand
Field Test Data Test No.
Test Location
Laboratory Test Method ASTM D1557
Lab Test Data Optimum Water Max. Lab Content Density (%) (pcf) 11.6 110.3
Lift / Elev.
Mat. No.
Probe Depth (in)
Wet Density (pcf)
Water Content (pcf)
1st Lift 1st Lift 1st Lift 1st Lift 1st Lift
1 1 1 1 1
6 6 6 6 6
116.0 118.5 117.4 119.4 117.7
9.2 10.0 9.5 10.4 9.3
Water Content (%)
Project Requirements Water Content Compaction (%) (%) Min 95.0 Dry Density (pcf)
Percent Compaction (%)
Building Pad - See Map 1 2 3 4 5
Test Number 1 Test Number 2 Test Number 3 Test Number 4 Test Number 5
Datum: Comments:
8.6 9.2 8.8 9.5 8.6
Serial No: 32277 Std. Cnt. M: 691 Test and/or retest results on this report meet project requirements as noted above.
106.8 108.5 107.9 109.0 108.4
96.8 98.4 97.8 98.8 98.3
Std. Cnt. D: 2197
Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Terracon Rep.: Willette, Daniel Reported To: Contractor: Report Distribution: Reviewed By: (1) D&L Sitework, Inc., Brandon Lawrence (1) Myers & Chapman, Inc., Carlos Carreno Jeremy Crady (1) Myers & Chapman, Inc., chad marshall (1) Myers & Chapman, Inc., travis Hogue Department Manager II-Technical (1) Wallace Engineering Structural & Civil Services:
Consultants, Angela Johnson
Test Methods: ASTM D6938 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007, 11-16-12, Rev.7
Page 1 of 1
Walmart Store No. 5367-00, Myrtle Beach (17th Ave. S.)
Site Plan: Report Number: ER161067.0006
South Kings Hwy. & 17th Ave.
Technician:
Willette, Daniel
1246 Howard Ave
Myrtle Beach, SC
Date:
09/07/16
Myrtle Beach, SC 29577-1658
Scale:
BD000P, 08-24-13, Rev.1
Not to Scale
843-286-2500
FIELD DENSITY TESTING REPORT Report Number: Service Date: Report Date:
ER161067.0006 09/07/16 09/09/16
1246 Howard Ave Myrtle Beach, SC 29577-1658 843-286-2500
Client
Project
Wal-Mart Stores, Inc. Attn: Lindsay McBurnett 2001 SE 10th Street Bentonville, AR 72716
Walmart Store No. 5367-00, Myrtle Beach (17th Ave. S.) South Kings Hwy. & 17th Ave. Myrtle Beach, SC Project Number:
ER161067
Services Requested By:
Walmart Stores Inc.
Earthwork Contractor:
D & L Sitework
Observed Location(s):
Building Pad - See Map
Subgrade Review:
Prior to the placement of fill the subgrade was reviewed and consisted of Brown Silty Sand. The subgrade was observed to be firm and stable.
Fill Type Placed:
Structural Fill
Proctor No.(s):
ER161067.0002
Fill Description:
Brown Silty Sand
Source Of Fill:
On-site borrow from Parking Lot
Fill Placement:
Compactive efforts were applied with a vibratory smooth-drum roller. The fill placed appeared firm and stable during the application of compactive efforts.
Field Density Test Results:
Field density tests were conducted on the fill placed today utilizing the nuclear method (ASTM D6938). 5 field density tests were performed. The test results met the minimum specified 95.0% compaction requirement as compared to ASTM D1557. Refer to the attached Field Density Test Summary for individual test data.
Services:
Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition.
Terracon Rep.: Willette, Daniel Reported To: Contractor: Report Distribution: (1) D&L Sitework, Inc., Brandon Lawrence (1) Myers & Chapman, Inc., chad marshall (1) Wallace Engineering Structural & Civil Consultants, Angela Johnson
(1) Myers & Chapman, Inc., Carlos Carreno (1) Myers & Chapman, Inc., travis Hogue
Reviewed By:
____________________________________ Jeremy Crady Department Manager II-Technical
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. AF0005, 10-16-13, Rev.6 Page 1 of 1
