Royal Oaks-LR111025ro Henley
Johnshon
tes, Inc.
TEXAS FIRM REGISTRATION No. F-1238
Project: Coppell Development — Royal Oaks
REPORT DATE
10/25/11
Sandy Lake Road and Heartz
REPORT NO.
013
Coppell, Texas
SHEET
1 of 3
Client: Bright Realty, Inc.
PROJECT NO.:
11410
4228 North Central, Suite 300
TECHNICIAN:
L. Sherren
Dallas, Texas 75206
Attention: Marc Zett
BRIEF DESCRIPTION AND LOCATION OF SERVICES:
Performed thirteen (13) field density tests: three (3) on 8" waterline at stations 0+40 and ten
(10) on foundation from lot number 17 to 21 at -4',
-3', -2' -1', final grade,
WEATHER: Clear, sunny
TIME Start Work: 8:00 AM Stop Work
2:00 PM
DELAYS:
WORKED PERFORMED
The following items were observed or checked during this inspectioni
( ) 1. Pier Inspection/Foundation (x) 10. Field Density Testing
2. Concrete Inspection
3. Sub-surface Drain Installation
4, Select Fill Placement
5- Lime Stabilization
6. Footing Inspection
7. General Inspection
8. Reinforcement Steel
Inspection
9, Tie-Back Inspection
11.
Concrete Cylinder/Pick-Up
12.
Grout Cubes/ Mortar/Pick-Up
13.
Field Gradation/Lime
(x) 14.
Field Reports
15.
Field Sampling
16.
Tendon/Proof-Load Inspection
17.
Pier Inspection/Retention
(x) 18. See Attached Sheets) for Test Results
If you have any questions or desire further information, please do not hesitate to call.
John W. Johnston, P.E.
President
Henley
C If Johnston
& Associates, Inc.
-- gineering geosciences consultants since 1951
TEXAS FIRM REGISTRATION No. F1238
Project: Coppell Development – Royal Oaks
Sandy Lake Road and Heartz
Coppell, Texas
Client: Bright Realty, Inc.
4228 North Central, Suite 300
Dallas, Texas 75206
Attention: Marc Zett
■ - T -
'Lei
REPORT DATE 10/25/11
REPORT NO. 01 3da
SHEET: 2 of 3
PROJECT NO.: 11410
TECHNICIAN. L. Sherren
WEATHER: Clear, sunny
If you should have any questions or desire further information, please do not hesitate to call.
r I Ili iiiiiiii iii 11 iIi iIii FIRM' I I I I! . 0 6
Laboratory
Data
ASTM
D13•8
Field Test Data:
Density – Moisture
ASTM D 6938
Complies with
Project
Specifications
Field
No.
Location/Lift
8" Waterline on Sandy Lake
Opt
MC
Std
Den
Dr
Den
At station 0+40, -4' BFG
15,0
11
YES
ii
• ti +40, -2' BFG
At station 0+40, FG
Foundation/Lot
sec, -Z BFG
�enter sec, -1' BFG
15.3
'Ill
At Lot 18, center sec, -2' BFG
15.0
104.0
f 3.8
At Lot 18, center sec, -1 9'F — G —
15.0
All
it
A i t 1 , c nter sec, -2' i
#
At Lot 19, center sec, -1' BFG
WEATHER: Clear, sunny
If you should have any questions or desire further information, please do not hesitate to call.
r I Ili iiiiiiii iii 11 iIi iIii FIRM' I I I I! . 0 6
Henley
C Johnston
ffJ & Associates, Inc.
cm - ngineering geasciences consultants since 1951
TEXAS FIRM REGISTRATION No. F1238
Project: Coppell Development – Royal Oaks
REPORT DATE
10/25/11
Sandy Lake Road and Heart z
REPORT NO.
01 3db
Coppell, Texas
SHEET:
3 of 3
Client Bright Realty, Inc,
PROJECT NO.:
11410
4228 North Central, Suite 300
TECHNICIAN:
L. Sherren
Dallas, Texas 75206
010 At Lot 20, center sec, -2' BFG
011 At Lot 20, center sec, -1 BFG
012 At Lot 21, center sec, -2' BFG
ivnes wsu.m At Lot 2 center sec, -1 ' B FG
61
N SpRfL
15.3 107.2F
15.3 197 2
15,0 104.0
15,0 �
Attention: Marc Zett
YE S
YES
— YES1
YES
WEATHER: Clear, sunny
If you should have any questions or desire further information, please do not hesitate to call.
PAJAr,
Laboratory
Field Test Data
Complies with
Data
Density – Moisture
Project
ASTM
ASTM D 6938
Specifications
Fie Location/Lift
No. Foundation/Lot
D698
Opt Std
MC Den
Dry Field % Dry
Den IVIC Den
010 At Lot 20, center sec, -2' BFG
011 At Lot 20, center sec, -1 BFG
012 At Lot 21, center sec, -2' BFG
ivnes wsu.m At Lot 2 center sec, -1 ' B FG
61
N SpRfL
15.3 107.2F
15.3 197 2
15,0 104.0
15,0 �
(pcf) %
16.9 9 5.9
104.7 18,5 97 7
101.0 18.7 97.1
— fo - 3.1 15.9 99A
YE S
YES
— YES1
YES
. ... .......
.... .. .
... —'—'
WEATHER: Clear, sunny
If you should have any questions or desire further information, please do not hesitate to call.
PAJAr,