Shake & Shingle 2-LR100401
REPORT OF FIELD DENSITY TESTS
Ingle Office Buildings 3 & 4
Northlake Drive and E. Belt Line Road
Coppell, Texas
REPORTED TO:REPORT NO.
Ratcliff Constructors 22
4200 Beltway Drive REPORT DATE:
04-01-10
Addison, Texas 75001
REG PROJECT NO.
16566
ATTN: Mr. Charley Conway
TECHNICIAN:
D. Gazley
PAGE:
1 of 2
CONTRACTOR:
Ratcliff Constructors
ProctorASTMOptimumMaximum
No.StandardDescriptionMoisture, % Density, PCF
1 D-698 Brown sandy clay 21.8 100.2
2 D-698 Brown and reddish brown sandy clay w/gravel16.9 109.2
3 D-698 Reddish brown clayey sand 11.5 113.8
Depth
Below FieldField
TestFinal S. G. Density MoistureProctorCompaction
No.DateLocation(feet)(pcf) (%) IDLevel (%)
33 03-15-10 Storm Line: 150’N, 35’W(1) 0.5 95.6 24.9 1
95.4 ()
34 Storm Line: 40’S, 35’W(1) 0.5 96.2 24.6 1
96.0 ()
35 Storm Line: 100’N, 35’W(2) 2.0 96.9 24.0 1
96.7 ()
36 Storm Line: 225’N, 35’W(2) 0.5 95.4 25.5 1
95.2 ()
37 Storm Line: 100’N, 35’W(2) 1.0 97.0 24.7 1 96.8
38 03-18-10 Bldg Pad 3: 40’S, 15’E(3) 0.0 111.5 12.6 3 98.0
39 Bldg Pad 3: 40’S, 60’E(3) 0.0 113.5 11.9 3 99.7
40 Bldg Pad 3: 35’S, 20’E(4) 0.0 112.2 13.1 3 98.6
41 Bldg Pad 3: 60’N, 55’E(4) 0.0 113.0 13.4 3 99.3
42 03-19-10 Bldg Pad 4: 20’N, 10’E(5) 0.0 112.2 14.2 3 98.6
43 Bldg Pad 4: 50’N, 65’E(5) 0.0 112.4 14.4 3 98.8
44 Bldg Pad 4: 25’N, 60’E(5) 0.0 111.3 12.6 3 97.8
45 Bldg Pad 4: 60’N, 10’E(5) 0.0 112.5 13.8 3 98.9
Comments: Where tested, materials were in compliance with project specifications.
() Indicates passing retest from 02-19-10, Report No. 15.
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
REPORT NO. 22
REPORT DATE: 04-01-10
REG PROJECT NO. 16566
PAGE: 2 of 2
Footnotes: (1) Measurements referenced from N.W. corner of Building 3.
(2) Measurements referenced from N.W. corner of Building 4.
(3) Measurements referenced from N.E. corner of Building 3.
(4) Measurements referenced from N.E. corner of Building 4.
(5) Measurements referenced from S.W. corner of Building 4.
Submitted by:
E-Mail
Distribution:
(1) Ratcliff Constructors/
REED ENGINEERING GROUP, LTD.
Mr. Charley Conway
Registration Number F-3114
(1) City of Coppel/Mr. Larry Davis
(1) City of Coppell/Mr. Mike Arellano
(1) Ratcliff Constructors/Mr. Derek Free
Mail
Bill Woolwine
Distribution:
(1) Pross Design Group/Mr. Mark Pross
Sr. Manager, CMT
BW/cn
REPORT OF OPTIMUM MOISTURE/MAXIMUM DENSITY CURVE
Ingle Office Buildings 3 & 4
Northlake Drive and E. Belt Line Road
Coppell, Texas
REPORTED TO:REPORT NO
Ratcliff Constructors . 30
4200 Beltway Drive
REPORT DATE:
04-14-10
Addison, Texas 75001
REG PROJECT NO
. 16566
ATTN: Mr. Charley Conway
SAMPLE DATE:
04-05-10
CONTRACTOR:
Ratcliff Constructors
CurveOptimumMaximum Density,
No.Soil Classification Proctor Type Moisture, % pcf
Brown sandy clay
5(lime-treated)ASTM D-698 17.8103.6
104.0
)
4.5
f
s
)103.5
t
f
(
4.0
c
103.0
r
p
e
(
t
3.5
102.5
t
e
h
102.0
m
g
3.0
i
o
er
101.5
t
e
W2.5
101.0
n
y
e
r
100.5
2.0
P
D
t
t100.0
i
e
1.5
nk
99.5
c
U
o
99.0 1.0
P
14.0 16.0 18.0 20.0 22.0 14.0 16.0 18.0 20.0 22.0
Moisture Content (%)Moisture Content (%)
E-MailSubmitted by:
Distribution:
(1) Ratcliff Constructors/
REED ENGINEERING GROUP, LTD.
Mr. Charley Conway
Registration Number F-3114
(1) City of Coppel/Mr. Larry Davis
(1) City of Coppell/Mr. Mike Arellano
(1) Ratcliff Constructors/
Mr. Derek Free
Mail
Bill Woolwine
Distribution:
(1) Pross Design Group/
Sr. Manager, C.M.T.
Mr. Mark Pross
BW/rt
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX
CONCRETE CYLINDER TEST REPORT
Ingle Office Buildings 3 & 4
Northlake Drive and E. Belt Line Road
Coppell, Texas
REPORTED TO:REPORT NO.
Ratcliff Constructors 24
4200 Beltway Drive REG PROJECT NO.
16566
Addison, Texas 75001
SAMPLE DATE:
04-01-10
ATTN: Mr. Charley Conway
TECHNICIAN:
G. Tsougarakis
PAGE:
1 of 1
CONTRACTOR:
Ratcliff Constructors
Location of Sample
Set Number Location Quantity Represented
1 Building 3 Pier: C-6 5/45
Design Information
Source of Concrete Mix Identification Specified Strength (psi)
TXI 9506 3000
Test Results
SetCylinder Age @ Total Load Compressive Average
No.IDDate Tested Test(lbs.)Strength (psi) Strength (psi)
1 9808 04-08-10 7 57730 4590
9808 04-29-10 28 79840 6350
9808 04-29-10 28 82090 6530 6440
9808 Hold H
Cylinder Data
AirConcreteAirUnit
SetCylinder SlumpTime of TemperatureTemperatureEntrainmentWeightTicket
3
No.ID(inches)Sample(°F)(°F)(%) (lbs/ft)Number
1 9808 5.0 3:30 AM 65 78 0.8 149.0 982133
Note: (1) Concrete was sampled in accordance with ASTM C-31
(2) Concrete cylinders were tested in accordance with ASTM C-39
E-MailSubmitted by:
Distribution:
(1) Ratcliff Constructors/
REED ENGINEERING GROUP, LTD.
Mr. Charley Conway
Registration Number F-3114
(1) City of Coppel/Mr. Larry Davis
(1) City of Coppell/Mr. Mike Arellano
(1) Ratcliff Constructors/Mr. Derek Free
(1) Pavecon Commercial Concrete/
Mr. Chad Robertson
Mickey Lawson
Assistant Manager, CMT
Mail
ML/rt
Distribution:
(1) Pross Design Group/Mr. Mark Pross
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019
TELFAX