Mansions Phase 1-LR 980331 (3) Rone Engineers, Inc. ', ~4 Goodnight Lane Tel. (972) 241-45. RoneEn. ineers
Dal~as..'Fo~ 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-D7429-093A Date of Observation 3/19/98 Report Date 03/31/98
To Western Rim Services
Location SLAB 4, SOUTHEAST CORNER, 8' WEST BY 1' NORTH
Contractor EDWARDS CONSTRUCTION
Supplier LA'I-rlMORE I Plant 7 I Truck 458 Ticket 7048362
I
I
Time SampLed 9:10 Time Batched 9:00 Weather Condition CLOUDY
Concrete Temperature (°F) 63 Ambient Temperature (°F} 56 Mix Number
Mix Description 5 SACKS W/R AIR Unit Weight Water Added 10 GALLONS
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 3.0
Concrete Cylinder Test(s)
I I Total Load Compressive
Specimen Age Test Date
No. (Days) (lbs.) Strength (psi) Strength Required {psi)
49A 7 3/26 103000 3640 3000/28 DAYS
B 28 4/1 6
C 28 4/1 6
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 test results presented herein wet 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\D-98\ST March 31, 1998 ~
.one Engineers, Inc. 11,"~, Goo~n,gnt Lane Tel. /~7~ ~-~s~--- 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-D7429-052 Date of Observation 2/28/98 Report Date 03/31/98
To Western Rim Services
Location PAVING, MAIN ENTRANCE CIRCLE DRIVE BY CLUB HOUSE, 75' WEST, 5' NORTH FROM SOUTHWEST CORNER
OF CLUB HOUSE
Contractor
Supplier LATTIMORE Plant 7 I Truck 576 Ticket 7047420
I
Time Sampled 6:40 Time Batched 6:03 Weather Condition PT CLOUDY
Concrete Temperature (°F} 66 Ambient Temperature (°F) 43 Mix Number 38
Mix Description 5 SACKS WITH AIR Unit Weight Water Added NONE
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 6 1/2
ENTRAINED AIR (%) 4.7
Concrete Cylinder Test(s)
Specimen Age Test Date
No. (Days) (lbs.) Strength (psi) Strength Required (psi)
20A 7 3/07 100000 3540 3000/28 DAYS
B 28 3/28 101000 3570
C 28 3/28 105000 3710
D H
ASTM C 31 ASTM C 39 Area 28.27 sq. in.
Signature: Kevin Tucker, 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 ars for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-O52-95\ST March 31, 1998 ~
Rone Engineers, Inc. 11 ~-- Goodn.gnt Lane = Tel. 24 -45 7 RoneEnnineers
Dallas/For1 Worlh Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
Concrete Cylinder Test Report
Project Mansion By The Lake Purchase Order
Number 3137-D7429-053 I Date of Observation 2/28/98 Report Date 03/31/98
To Western Rim Services
Location PAVING FROM SOUTHWEST CORNER OF LOT //44, 105' EAST, 5' SOUTH
Contractor
Supplier LATTIMORE I Plant 7 I Truck 449 Ticket 7047430
I
I
Time Sampled 8:30 Time Batched 7:05 Weather Condition PT CLOUDY
Concrete Temperature (°F) 64 Ambient Temperature (°F) 45 Mix Number 61
Mix Description Unit Weight Water Added NONE
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 5 1/2
ENTRAINED AIR (%) 4.9
Concrete Cylinder Test(s)
I IT°tal L°ad C°mpressive
Specimen Age Test Date
No. (Days) (lbs.) Strength (psi) Strength Required (psi)
21A 7 3/07 70000 2480 3000/28 DAYS
B 28 3/28 102000 3610
C 28 3/28 100000 3540
D H
Curing Method I TestMethod Standard 6" x12" I Engineer/TechnicianR. LOVELADY
ASTM C 31 ASTM C 39 Area 28.27 sq. in.
Signature: Kevin Tucker, 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 presented herein were prepared baaed upon the apecific 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 repo~s are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports~D7429-O53-98~ST March 31, 1998~
Rone Engineers. Inc. 11''---~. Goocln~gl~t Lane Tel. (97;~) 243-4517~-''
Dal[as.-'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-D7429-054 I Date of Observation 2/28/98 Report Date 03/31/98
To Western Rim Services
Location PAVING
Contractor
Supplier LATTIMORE IPlant7 ITruck785 Ticket 7047441
Time Sampled 9:30 Time Batched 9:10 Weather Condition PT CLOUDY
Concrete Temperature (°F) 62 Ambient Temperature (°F) 45 Mix Number 61
Mix Description Unit Weight Water Added 10 GALLONS
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 7.0
ENTRAINED AIR {%) 4.7
Concrete Cylinder Test(s)
Specimen Age Test Date
No. (Days) (lbs.) Strength (psi) Strength Required (psi)
22A 7 3/07 72500 2560 3000/28 DAYS
B 28 3/28 98000 3470
C 28 3/28 94000 3330
D H
ASTM C 31 ASTM C 39 Area 28.27 sq. in.
Signature: Kevin Tucker, 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 tasting. 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\D7429-054-98\ST March 31, 1998 ~
Rone Engineers, Inc. 11~'-'' Goocln,gl3t Lane Tel. (,72,~ 24~-4~7'' RoneEn_qlineer
Dalla$,'Forl Wortr~ Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
Concrete Cylinder Test Report
Project Mansion By The Lake Purchase Order
Number 3137-D7429-055 I Date of Observation 2/28/98 Report Date 03/31/98
To Western Rim Services
Location PAVING, 5' NORTH, 10' EAST FROM NORTHEAST CORNER OF LOT #41
Contractor
Supplier LATTIMORE I Plant 7 Truck 573 Ticket 7047460
Time Sampled 11:30 Time Batched 11:00 Weather Condition CLEAR
Concrete Temperature (°F) 68 Ambient Temperature (°F) 47 Mix Number 61
Mix Description Unit Weight Water Added 10 GALLONS
Physical-Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 5.0
ENTRAINED AIR (%) 4.8
Concrete Cylinder Test(s)
] J IT°ta' L°ad c°mpressive
Specimen Age Test Date
No. (Days) (lbs.) Strength (psi) Strength Required (psi)
23A 7 3/07 85000 3010 3000/28 DAYS
B 28 3/28 98000 3470
C 28 3/28 106000 3750
D H
Curing Method I Test Method I Standard 6" x12" I Engineer/TechnicianR. LOVELADY
ASTM C 31 ASTM C 39 Area 28.27 sq. in.
Signature: Kevin Tucker, 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 Icompoaition, 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\reporta\D7429-O55-98\ST March 31, 1998
"~ Rone Engineers. Inc. 1 l'~t Goodnight Lane Tel. (972) 241-451 -"~' RoneEnqineers
! 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-D742.9-056 I Date of Observation 2/28/98 Report Date 03/31/98
I
To Western Rim Services
Location PAVING, 45' SOUTH, 15' EAST FROM NORTHEAST CORNER OF LOT #44
Contractor
Supplier LATTIMORE Plant 3 [ Truck 762 Ticket 3058180
I
Time Sampled 12:00 Time Batched 11:19 Weather Condition CLEAR
Concrete Temperature (°F) 64 Ambient Temperature (°F) 48 Mix Number 61
Mix Description Unit Weight Water Added 2.0 GALLONS
Physical Data
ACTUAL SPECIFICATIONS
SLUMP (in.) 5 1/2
ENTRAINED AIR (%) 4.3
Concrete Cylinder Test(s)
Specimen Age Test Date
No. (Days) (lbs.) Strength (psi) Strength Required {psi)
24A 7 3/07 65500 2320 3000/28 DAYS
B 28 3/28 88000 3110
C 28 3/28 92000 3250
D H
Curing Method I TestMethod I Standard 6" x12" Engineer/TechnicianR. LOVELADY
ASTM C 31 ASTM C 39 Area 28.27 sq. in.
Signature: Kevin Tucker, 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 tasting. We assume no
responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by
persona or conditions over which wa have no control. Our letters and reports are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-OS6-98\ST March 31, 1998 ~