Royal Oaks-LR110930Hen ley
st
John on
& Associates, Inc.
TEXAS FIRM REGISTRATION No, F-1238
2, Concrete Inspection
DAILY REPORT
Project: Coppell Development — Royal Oaks REPORT DATE:
09/3011
Sandy Lake Road and Heartz REPORT NO.
005
Coppell, Texas SHEET
1 of 2
Client: Bright Realty, Inc. PROJECT NO.
11410
4228 North Central, Suite 300 TECHNICIAN
J. Hudson
Dallas, Texas 75206
Inspection
Attention: Marc Zett
9.
BRIEF DESCRIPTION AND LOCATION OF SERVICES:
Performed five (5) field density test on I" lift of 8" sewer line A placement.
Densities scheduled
for the afternoon canceled on arrival.
WEATHER:
TIME Start Work: 9:00 AM Stop Work: 12:00 PM
TIME. Start Work: I Stop Work 3 PM
DELAYS: 1" reading failed. Waited onsite while contractor re-worked material for re-test
WORKED PERFORMED
The following items were observed or checked during this inspection:
( ) 1, Pier Inspection/Foundation (x) 10. Field Density Testing
2, Concrete Inspection
1
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 Sheet(s) for Test Results
HENLEY-JOHNSTON &ASSOCIATES, Inc.
John W. Johnston, P.E.
President
Henley
Johnston
& Associates, Inc.
engineering geosciences consultants since 1951
TEXAS FIRM REGISTRATION No. F1238
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COMPACTION REPORT
Project: Coppell Development - Royal Oaks
-- FIELD
REPORT DATE:
09130111
Sandy Lake Road and Heartz
REPORT NO.:
0054
Coppell, Texas
SHEET
2 of 2
Client: Bright Realty, Inc.
PROJECT NO.:
11410
4228 North Central, Suite 300
TECHNICIAN
J. Hudson
Dallas, Texas 75206
812
NO
Attention: Marc Zett
- — - -- --- ------------ - ----- - -
A t t 4+50, i
. 15.0
15 0 1104.0
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Laboratory
Data
ASTM
D698
Field T est Data:
Density - Moisture
ASTM D 6938
Complies with
Project
Specifications
Field
No.
_6_01
Location/Lift
8" Sewer Line (A)
Opt
MC
%
Std
Den
(ofd
Dry
Den
Field
MC
/0 L
% Dry
Den
At Station 4+ 1' lift
X 04.0
86.5
17,8
812
NO
A t t 4+50, i
. 15.0
15 0 1104.0
2 1.9
91.8
NO
003
At Station 4+75, 1 s lift
15�O
104.0
99.2
1
95.4
YES
004
005
At Station 4+50, 1 S li ft , re-test
At Station 4+25, l lift, re-test
15 O
104,0
--
1 .0
1002
1 101.4
1819
1
963
97.5
YES
YES
- 1
1==
—
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