Mansions Phase 1-LR 980330 Rone Engineers, Inc. 1, ~34 Goodnight Lane Tel. (972) 241-45',, RoneEn 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-D7429-080 I Date of Observation 3/11/98 Report Date 03/30/98
I
To Western Rim Services
Location BUILDING //26, TOP LEFT SIDE
Contractor
Supplier LATTIMORE I Plant 7 I Truck 755 Ticket 7048020
Time Sampled 8:40 Time Batched 8:30 Weather Condition CLEAR
Concrete Temperature {°F) 57 Ambient Temperature {°F) 60 Mix Number
Mix Description 5.00 SACKS W/R Unit Weight Water Added 15 GALLONS
Physical Data
ACT UAL SPEClFI CATION S.
SLUMP (in.) 7 1/2
Concrete Cylinder Test(s)
I IT°tal L°ad C°mpressive
Specimen Age Test Date
· No. (Days) (lbs.) Strength (psi) Strength Required (psi)
42A 7 3/1 8 85000 3010 3000/28 DAYS
B 28 4/08
C 28 4/08
D H
Curing Method I Test Method Standard 6" x12" I Engineer/TechnicianD. GODBEY
ASTM C 31 ASTM C 39 Area 28.27 sq, in.
Signature: 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 teat results preaented herein were prepared baaed upon the specific aamptea provided for tearing. We aaaume no
responsibility for variation in quality (compoaition, appearance, performance, etc.) or any other feature of aimilar aubject matter provided by
peraona or condlticna over which we have no control. Our letters and reports are for the excluaive use of the clicnta to whom they are
addmsaed.
c:~wpwin\reporta~D7429-oeo-98\ST March 30, 199e ~/"~)
Rone Engineers, Inc. ~ _34 Goodnight Lane Tel. (972) 241-4,5 Rone ineers
Dallas.'F'orl 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-D7429-086 I Date of Observation 3/13/98 Report Date 03/30/98
I
To Western Rim Services
Location BUILDING 33, RIGHT LOWER SIDE
Contractor
Supplier LATTIMORE Plant 7 I Truck 573 Ticket 7049205
I
Time Sampled 8:00 Time Batched 7:50 Weather Condition CLOUDY
Concrete Temperature (°F) 58 Ambient Temperature (°F) 52 Mix Number
Mix Description 5 SACKS W/R Unit Weight Water Added NONE
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 7.0
Concrete Cylinder Test(s)
No. (Days) (lbs.) Strength (psi) Strength Required (psi)
46A 7 3/20 86000 3040 3000/28 DAYS
B 28 4/10
C 28 4/10
D H
Curing Method I Test Method Standard 6" x 12" I Engineer/Technician D. GODBEY
ASTM C 31 I ASTM C 39 Area 28.27 sq. in.
I
Signature: 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 ara
addressed. ~
c:\wpwin\reports\D?429-OB6-gB\ST March 30, 1998
Rone Engineers, Inc. , -~34 Goodnight Lane Tel. (972) 241-45 RoneEn ineers
Da~las./Forl 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-D7429-089 Date of Observation 3/17/98 Report Date 03~30~98
To Western Rim Services
Location BUILDING 4 SLAB, THE BACK LEFT CORNER OF THE SLAB
Contractor LATTIMORE
Supplier LATTIMORE Plant 3 I Truck 459 Ticket 3059132
I
Time Sampled 9:00 Time Batched 8:50 Weather Condition CLOUDY
Concrete Temperature {°F) 51 Ambient Temperature (°F) 48 Mix Number
Mix Description 5 SACKS W/R AIR Unit Weight Water Added 10 GALLONS
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 5.0
Concrete Cylinder Test(s)
J I I m°ta' L°ad Icompressive
Specimen Age Test Date
No. (Days) (lbs.) Strength (psi) Strength Required (psi)
47A 7 3/24 101 000 3570 3000/28 DAYS
B 28 4/14
C 28 4/14
D H
ASTM C 31 ASTM C 39 Area 28.27 sq. in.
Signature: 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. Wa 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-O89-98\ST March 30, 1994~,~
Dal,as,"Foc, 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-D7429-090 I Date of Observation 3/17/98 Report Date 03/30/98
I
To Western Rim Services
Location BUILDING 4 SLAB, THE RIGHT HALF
Contractor
Supplier LATTIMORE Plant 7 I Truck 573 Ticket 7048281
I
Time Sampled 10:40 Time Batched 10:30 Weather Condition CLOUDY
Concrete Temperature (°F) 57 Ambient Temperature (°F) 48 Mix Number
Mix Description 5 SACKS W/R AIR Unit Weight Water Added 10 GALLONS
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 6.0
Concrete Cylinder Test(s)
I I I Total L°ad ICompressive
Specimen Age Test Date
No. (Days) {lbs.) Strength (psi) Strength Required {psi)
48A 7 3/24 80000 2830 3000/28 DAYS
B 28 4/14
C 28 4/14
D H
Curing Method I Test Method Standard 6" x 12" I Engineer/Technician D. GODBEY
ASTM C 31 I ASTM C 39 Area 28.27 sq. in.
I
Signature: 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 baaed 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 are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports~D7429-090-98~ST March 30, 1998 ~