Mansions Phase 1-LR 980331 (4) Rone Engineers, Inc. 1,,.34 Goodnight Lane Tel. (972) 241-453, RoneEngineers
Dallas/Fort Worth Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
Concrete Cylinder Test Report
Project Mansion By The Lake Purchase Order
Number 3137-D7429-042 I Date of Observation 2/25/98 Report Date 03/31/98
I
To Western Rim Services
Location PAVING, NORTH OF PAD //25, 20' NORTH, 30' EAST FROM NORTHWEST CORNER FOR PAD SITE //25
Contractor
Supplier LATTIMORE Plant 7 I Truck 610 Ticket 7047253
I
Time Sampled 6:15 Time Batched 5:39 Weather Condition CLOUDY
· Concrete Temperature (°F) 74 Ambient Temperature (°F) 54 Mix Number 40
Mix Description Unit Weight Water Added NONE
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 5 1/2
ENTRAINED AIR (%) 5.5
Concrete Cylinder Test(s)
Specimen Age Test Date
No. (Days) {lbs.) Strength (psi) Strength Required (psi)
13A 3 2./27 83000 2940 3500/28 DAYS
B 28 3/25 140000 4950
C 28 3/25 140000 4950
D H
ASTM C 3~1 I ASTM C ~_9.. 28.27 in.
Signature: ike Fuller,/~¢~]' Supervisor, CMT
Remarks and/or Distribution
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D, Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition. appearance, performance, etc.) or any other feature of similar subject matter provided by
persons or conditions over which we have no control. Our letters end reporta are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\repor~s\D7429-O42-98',.ST March 31, 1998
Dallas/Forl Worln Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
Concrete Cylinder Test Report
Project Mansion By The Lake Purchase Order
Number 3137-D7429-043 Date of Observation 2/25/98 Report Date 03/31/98
To Western Rim Services
Location PAVING, NORTH OF PAD #27, 20' NORTH, 30' EAST FROM NORTHWEST CORNER OF PAD SITE #27
Contractor
Supplier LATTIMORE IPlant7 ITruck786 Ticket 7047258
Time Sampled Time Batched Weather Condition CLOUDY
Concrete Temperature (°F) 74 Ambient Temperature (°F) 55 Mix Number 40
Mix Description Unit Weight Water Added NONE
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 5 1/2
ENTRAINED AIR (%) 5.4
Concrete Cylinder Test(s)
I I JT°talL°adl C°mpressive
Specimen Age Test Date
No. (Days) (lbs.) Strength (psi) Strength Required (psi)
14A 7 3/04 98000 3470 3500/28 DAYS
B 28 3/25 128000 4530
C 28 3/25 133000 4700
D H
Curing Method I TestMethod I Standard 6" x12" I EngineerfTechnicianR. LOVELADY
ASTM C 3~~,,~.. I ASTM C~ Area 28.27 sq. in.
Signature:j/n~lKe Fuller,~ Supervisor, CMT
Remarks and/or Distribution
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein ware prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by
persons or conditions over which we have no control. Our letters end reports ara for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-O43-95\ST March 31, 1998
Rone Engineers, Inc. 1 , ~34 Goodnight Lane Tel. (972) 241-45'~. ineers
Dallas/Fort Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
Concrete Cylinder Test Report
Project Mansion By The Lake Purchase Order
Number 3137-D7429-044 I Date of Observation 2/25/98 Report Date 03/31/98
To Western Rim Services t
Location PAVING, NORTH OF PAD #28, 15' NORTH, 10' EAST FROM NORTHEAST CORNER OF PAD SITE //28
Contractor
Supplier LATTIMORE I Plant3 I Truck 450 Ticket 3057959
Time Sampled 9:00 Time Batched 8:15 Weather Condition CLOUDY
Concrete Temperature (°F) 70 Ambient Temperature (°F) 55 Mix Number 40
Mix Description Unit Weight Water Added NONE
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 5.0
ENTRAINED AIR (%) 5.7
Concrete Cylinder Test(s)
I I IT°tal L°ad C°mpressive
Specimen Age Test Date
No. (Days) (lbs.) Strength (psi) Strength Required (psi)
15A 7 3/04 108000 3820 3500/28 DAYS
B 28 3/25 137000 4850
C 28 3/25 140000 4950
D H
CuringMeth°d I TestMeth°d J Standard 6" x12" I Engineer/TechnicianR'LOVELADYArea sq.
ASTM C 3~1_ I ASTM C~. 28.27 in.
Signature ike Fuller, z~ Supervisor, CMT
Remarks and/or Distribution
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition. appearance, performance, etc.) or any other feature of similar subject matter provided by
persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-O44-98\ST March 31, 1998
Defies/Fort Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
Concrete Cylinder Test Report
Project Mansion By The Lake Purchase Order
Number 3137-D7429-045 I Date of Observation 2/25/98 Report Date 03/31/98
I
To Western Rim Services
Location PAVING, EAST SIDE PAD //2.8, 75' SOUTH, 15' EAST FROM NORTHEAST CORNER OF PAD SITE #28
Contractor
Supplier LATTIMORE I Plant 6 I Truck 454 Ticket 6066978
I
I
Time Sampled 10:00 Time Batched 10:45 Weather Condition CLOUDY
Concrete Temperature (°F) 72 Ambient Temperature (°F) 56 Mix Number 40
Mix Description Unit Weight Water Added NONE
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 5.0
ENTRAINED AIR (%) 5.5
Concrete Cylinder Test(s)
Specimen Age Test Date
No. (Days) (lbs.) Strength (psi) Strength Required (psi)
16A 7 3/04 103500 3660 3500/28 DAYS
B 28 3/25 130000 4600
C 28 3/25 128000 4530
D H
CuringMeth°d I TestMeth°d I Standard 6" x12" I Engineer/TechnicianR'LOVELADYArea sq.
ASTM C 3~..... I in.
ASTM C~/ 28.27
Signature~ Mike Fuller, ~//j~/ Supervisor, CMT
Remarks and/or Distribution
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, performance, etc.} or any other feature of similar subject matter provided by
persons or conditions over which we have no control. Our lettem end reports are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-O45-98\ST March 31, 1998
;
Rone Engineers, Inc. ,. ?34 Goodnight Lane Tel. (972) 241-45,, ineers
Dallas/Fort Worth Dallas1 Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
Concrete Cylinder Test Report
Project Mansion By The Lake Purchase Order
Number 3137-D7429-046 I Date of Observation 2/25/98 Report Date 03/31/98
I
To Western Rim Services
Location PAVING, NORTH OF PAD //28, 14§' EAST, 10' NORTH FROM NORTHEAST CORNER OF PAD SITE//28
Contractor
Supplier LATTIMORE Plant 7 I Truck 573 Ticket 7047289
Time Sampled 12:05 Time Batched 11:20 Weather Condition PT CLOUDY
Concrete Temperature (°F) 75 Ambient Temperature (°F) 56 Mix Number 40
Mix Description Unit Weight Water Added NONE
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 5 1/2
ENTRAINED AIR (%) 5.7
Concrete Cylinder Test(s)
I I IT°tal L°ad compressive
Specimen Age Test Date
No. (Days) (lbs.) Strength (psi) Strength Required (psi)
17A 7 3/04 96000 3400 3500/28 DAYS
B 28 3/25 125000 4420
C 28 3/25 117000 4140
D H
Curing Method J Test Method I Standard 6" x 12" I Engineer/Technician R. LOVELADY
Area sq.
ASTM C 3~ IASTM C 26.27
I
Signature:J Mike Fuller, ~ Supervisor, CMT
Remarks and/or Distribution
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C, D. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality {composition, appearance, performance, etc.) or any other feature of similar subject matter provided by
persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-O46-98\ST March 31, 1998
Rone Engineers, Inc. _34 Goodnight Lane Tel. (972) 241-45,. RoneEngineers
Dallas/For[ Wortl~ Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
Concrete Cylinder Test Report
Project Mansion By The Lake Purchase Order
Number 3137-D7429-047 I Date of Observation 2/25/98 Report Date 03/31/98
I
To Western Rim Services
Location PAVING, EAST SIDE PAD #44, 60' NORTH, 10' EAST FROM SOUTHEAST CORNER OF PAD SITE #44
Contractor
Supplier LATTIMORE I Plant 3 I Truck 898 Ticket 3058008
I
I
Time Sampled 1:15 Time Batched 12:47 Weather Condition PT CLOUDY
Concrete Temperature (°F) 75 Ambient Temperature {°F) 58 Mix Number 40
Mix Description Unit Weight Water Added NONE
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 5 1/2
ENTRAINED AIR (%) 5.2
Concrete Cylinder Test(s)
I [ I T°tal L°ad Icompressive
Specimen Age Test Date
No. (Days) (lbs.) Strength (psi) Strength Required (psi)
18A 7 3/04 105000 3710 3500/28 DAYS
B 28 3/25 141000 4990
C 28 3/25 138000 4880
D H
ASTM C 3' ASTM C.~? 28.27 in.
Signature: "'~ike Fuller, ~ Supervisor, CMT
Remarks arnd/or Distribution
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality {composition. appearance, performance, etc.} or any other feature of similar subject matter provided by
persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-O47-98\ST March 31, 1998
Rone Engineers, Inc. , _~34 Goodnight Lane Tel. (972)241-45,. RoneEn_qineers
Dallas.,Fort Worth Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
Concrete Cylinder Test Report
Project Mansion By The Lake Purchase Order
Number 3137-D7429-048 I Date of Observation 2/25198 Report Date 03/31/98
To Western Rim Services
Location PAVING SOUTH OF LOT #7, 20' SOUTH, 5' WEST FROM SOUTHWEST CORNER OF LOT //7
Contractor
Supplier LATTIMORE J Plant 6 I Truck 808 Ticket 6067013
I
I
Time Sampled 2:45 Time Batched 1:15 Weather Condition PT CLOUDY
Concrete Temperature (°F) 77 Ambient Temperature (°F) 62 Mix Number 40
Mix Description Unit Weight Water Added 10 GALLONS
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 5.0
ENTRAINED AIR (%) 5.6
Concrete Cylinder Test(s)
I I IT°tal L°ad Compressive
Specimen Age Test Date
No. (Days) {lbs.) Strength {psi) Strength Required (psi)
19A 7 3/04 101000 3570 3500/28 DAYS
B 28 3/25 124000 4390
C 28 3/25 123000 4350
D H
CuringMeth°d I TestMeth°d I Standard 6" x12" I Engineer/TechnicianR'LOVELADYArea sq.
ASTM C 3,~ I ASTM C~9 28.27 in.
Signaturet IMike Fuller,~,~ Supervisor, CMT
Remarks and/or Distribution
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality Icomposltion, appearance, performance, etc.) or any other feature of similar subject matter provided by
persons or conditions over which we have no control. Our letters and reports are for the exclusive usa of the clients to whom they ara
addressed.
c:\wpwin\reports\D7429-O48-98\ST March 31, 1998