MA0405-LR050719: one Engineering
Client:
City of Coppell
Ms. Suzan Taylor, Engineering Dept
PO Box 9478
Coppell TX 75019
Project: Brick Paver Replacement
MA 04-05
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 235932
Project No.: 0510346
Date of Service: 06/15/2005
Report Date: 07/19/2005
Services:
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STR~NGI~I:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Pavement Services
CONCRETE SUPPLIER: Redi-Mix
PLANT: 1
SPECIFICATION REQUIREMENTS
3600 psi @ 28 Days
4" maximum
NA
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MEASURED
M1X DESIGN I.D,: 732 SLUMP
PLACEMENT DATE: 06/15/2005 (inches)
WF~.THER CONDITIONS: Clear 4.5
TIME SAMPLED: 9:10atTl BATCH TIME: NA
TEMPERATURE (F) - AIR 87 F CONCRETE: 88 F
TaUC~< NO: 217 TICKE~r NO: 148653
AIR CONTENT (%): NA UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Northwest and southwest comers of MacArthur and Samuel; northwest and southwest
comers of MacArthur and North Village; and northwest comer of MaeArthur and parkway
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Northwest and southwest comer of
MacArthur and Samuel, 2nd lift
CYLINDER
MARKED DATE AGE DIAMETER
SET NO. TESTED (days) (inches)
1 1 06/20/2005 5 6.00 28.26
1 2 06/22/2005 7 6.00 28.26
I 3 07/13/2005 28 6.00 28.26
1 4 07/13/2005 28 6.00 28.26
Water added at site: 10 gallons
Technician: Francisco Calvillo, CET
Report Distribution:
(1) City of Coppall
( t ) City of Coppell
MAXIMUM COMPRESSIVE
AREA LOAD STRENGTH FRACTURE
(sq.in.) (lbs. force) (psi) TYPE
101730 3600 Unbonded Cap
105970 3750 Unbonded Cap
Started: 8:30am
132330
12841O
Average
Finished: 10:30am
4680 Unbonded Cap
4540 Unbonded Cap
4610
Clay Stark
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation m quality
(composition, appearance, 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 and shall not be reproduced except in flail without the written approval of Rone Engineering Services, Ltd.
01SS Page 1 of I
: .one Engineering
Client:
City of Coppell
Ms. Suzan Taylor, Engineerkng Dept
PO Box 9478
Coppell TX 75019
Project: Brick Paver Replacement
MA 04-05
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth~ TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 235940
Project No.: 0510346
Date of Service: 06/15/2005
Report Date: 07/19/2005
Services:
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Pavement Services
CONCRETE SUPPLIER: Pavement Services
p L.adNT: Mobile Crete
SPECIFICATION REQUIREMENTS
3600 psi @ 28 Days
4" maximum
NA
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MEASURED
MIX DESIGN I.D.: 2 SLUMP
PLACEMENT DATE: 06/15/2005 (inches)
WEATHER CONDITIONS: C]eal' 4.0
TIME SAMPLED: 9:5011111 BATCHTIME: 7:40am
TEMPERATURE (F)- AIR 89 v CONCRETE: 90 F
TRUCKNO: 2621 TICKETNO: 1827
Am CONTEYr (%): NA UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Northwest and southwest comers of MacArthur and Samuel; nordawest and southwest
comers of MacArihur and North Village; northwest comer of MacArthur and Park~vay
SAMPLE LOCATION:
REPORT OF TESTS
Northwest and southwest comer of
MacArthur and Samuel, first lift
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi)
1 1 06/20/2005 5 6.00 28.26 115820 4100
1 2 06/22/2005 7 6.00 28.26 121170 4290
1 3 07/13/2005 28 6.00 28.26 154950 5480
I 4 07/13/2005 28 6.00 28.26 150400 5320
Average 5400
See Report #235932 for technician time.
Technician: Francisco Calvillo, CET
Report Distribution:
(1) City of Cappell
(1) City of Coppell
Started: Finished:
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
Ron
Project Manager
LIMITATIONS: The test resulB presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no conlrol. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in fuIl without the written approval of Rone Engineering Services, Ltd.
01SS Page 1 ofl
{one Engineer,ng
Client:
City of Coppell
Ms. Suzan Taylor, Engineering Dept
PO Box 9478
Coppell TX 75019
Project: Brick Paver Replacement
MA 04-05
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 236135
Project No.: 0510346
Date of Service: 06/17/2005
Report Date: 07/19/2005
Services:
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Pavement Services
CONCRETE SUPPLIER: Redi-Mix
PLANT: 732
SPECIFICATION REQUIREMENTS
3600 psi ~ 28 Days
4" maximum
NA
ASTM C-172
ASTM C-31
ASTM C- 143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MIX DESIGN I.D.: 732
PLACEMENT DATE: 06/17/2005
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 9:45am BATCH Th'Cra: NA
TEMPERATURE (F) - AIR 83 F CONCRETE: 88 F
TRUCKNO: 230 TICK~TNO: 148799
AIR CONTENT (%): 3.5 UNITWEIGHT(pc0: NA
OVERALL PLACEMENT LOCATION:
MacArthur Road, south side of Bethel School Road
MEASURED
SLUMP
(inches)
1.0
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 06/24/2005 7 6.00 28.26
1 2 06/24/2005 7 6.00 28.26
1 3 07/15/2005 28 6.00 28.26
1 4 07/15/2005 28 6.00 28.26
Technician: Bobby Robinson
Report Distribution:
(I) City of Coppell
(1) City of Coppell
Started: 8:30am
106720 3770 Unbonded Cap
106500 3770 Unbonded Cap
Average 3770
Finished: 10:45am
145570 5150 Unbonded Cap
147750 5230 Unbonded Cap
Ave rage 5190
Ro ~e~~lng
Clay Stark
Project Manager
LLMITAT1ONS: 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, etc.) or any other feature of similar subject mater provided by persons or conditions over which we have no conlrol. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in fulI without the written approval of Rone Engineering Services, Ltd.
01SS Page 1 of I
Engineering
89¢/8 Ambassador Ro~, Dallas. TX 75247
2696 Gravel Drive, Fort V~ orth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214)630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Ci~' of CoppeI1
Ms. Suzan Taylor, Engineering DeN
PO Box 9478
Coppell TX 75019
Project: Brick Paver Replacement
MA 04-05
Report No.: 235940
Project No.: 0510346
Date of Service: 06/15/2005
Report Date: 07/19/2005
Obtain samples of fresh concrete at the p acement locations, perform required field testing, cast compressive strengtl~ samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECTDATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTILkCTOR: Pavement Services
CONCRETE S[~'PLIER: Pavement Services
P L.~NT: Mobile Crete
SPECIFICATION REQUIREMENTS
3600 psi @ 28 Days
4" maximum
NA
ASTM C-i 72
ASTM C-31
ASTM C- 143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
except 9 ] 2
REPORT
MEASURED
MIX DESIGN I.D.: 2 SLUMP
PLACEMENT DATE: 06/15/2005 (inches)
WEATHER CONDITIONS: Clear 4.0
TIME SAMPLED: 9:50mll BATCH T1ME: 7:40am
IEMPERATURE (F)- AIR 89 F CONCRETE: 90 F
TRUCK NO: 262 ] TICKET NO: 1827
AIR CONTENT (%): NA UN1TWEIGHT(pcl): NA
OVERALL PLACEMENT LOCATION:
Northwest and southwest comers of MacArthur and Samuel; northwest and southwest
comers of MacArthur and North Village; northwest comer of MacAtthur and Parkm, ay
SAMPLE LOCATION:
OF TESTS
Northwest and southwest comer of
MacArlhur and Samuel, first Iifx
Concrete Compressive Cylinder 6" x 12"
C~qLINDER
IVLS~R. KED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.)
1 1 06/20/2005 5 6.00 28.26
1 2 06/22/2005 7 6.00 28.26
1 3 07/13/2005 28 6.00 28.26
i 4 07/13/2005 28 6.00 28.26
See Report {235932 for technician Lime.
Technician: Francisco Calvillo, CET
Report Distribution:
(I) City of Coppell
(1) CiD' of Coppell
Started: Finished:
IVIAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
115820 4100 Unbonded Cap
121170 4290 Unbonded Cap
154950 5480 Unbonded Cap
150400 5320 Unbonded Cap
Average 5400
Ron
Project Manager
LEVIITATIONS: The test results presented herein were prepared ba3ed upon the specific samples provided for testing We assume no responsibility for variation in quality.
(composition, appearance, 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 and shall not be reproduced except in f~ll without the written approval of Rone Engineenng Services, Ltd.
0!SS Page 1 ofl
Engineering
8908 Ambassador Row. Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
63{)0 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppell
Ms. Suzan Taylor, Engineering Dept
PO Box 9478
CoppeI1 TX 75019
Project: Brick Paver Replacement
MA 04-05
Report No.: 235932
Project No.: 0510346
Date of Service: 06/15/2005
Report Date: 07/19/2005
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
MEASURED
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRA. CTOR: Pavement Sen, ices
CONCRETE SUPPLIER: Redi-Mix
PLANT: ]
SPECIFICATION REQUIREMENTS
3600 psi ~ 28 Days
4" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MkX DESIGN I.D.: 732 SLUMP
PLACEMENT DATE: 06/15/2005 (inches)
WEATHER CONDITIONS: Clear 4.5
TIME SAMPLED: 9:10am BATCHTIME: NA
TEMPERATURE (F) - AIR 87 F CONCRETE: 88 F
TRUCK NO: 217 TICKET NO: 148653
AIR CONTENT (%): NA UNIT WEIGHT (pcl): NA
OVERALL PLACEMENT LOCATION:
Northwest and southwest comers of MacAnhur and Samuel; northwest and southwest
comers of MacArthur and Noah Village; and northwest comer of MacArthnr and parkwvay
SAMPLE LOCATION:
REPORT OF TESTS
Northwest and southwest comer of
MacArthur and Samuel, 2nd lift
Concrete Compressive Cylinder 6" x 12"
MARKED DATE AGE DIAMETER
SET NO. TESTED (days) (inches)
MAXIMUM COMPRESSIVE
AREA LOAD STRENGTH FRACTURE
(sq.in.) (lbs. force) (psi) TYPE
1 1 06/20/2005 5 6.00
1 2 06/22/2005 7 6.00
1 3 07/13/2005 28 6.00
1 4 07/13/2005 28 6.00
Water added au sine: 10 gallons
Technician: Francisco Calvillo, CET
Report Distribution:
( 1 ) Ci~ of Coppell
( I ) Ci~ of Coppell
28.26 101730
28.26 105970
28.26 132330
28.26 128410
Average
Started: 8:30am Finished: I0:30am
3600 Unbonded Cap
3750 Unbonded Cap
4680 Unbonded Cap
4540 Unbonded Cap
4610
Clay Stark
Project Manager
LLMITATIONS: The test results presented 0erein were prepared based upon the specific samples provided for testing We assume no responsibility for variation in quality
(composition. appearance, etc ) or any other feature of similar subjec 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 and sha0 not be reproduced excep! in full without the written approval of RoDe Engineering Services, Ltd
(;iSS Page I ofl
? one Engineering
8908 Ambassador Row. Dallas. TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
CIient:
City of Coppell
Ms. Suzan Taylor, Engineering Dept
PO Box 9478
Coppell TX 75019
Project: Brick Paver Replacement
MA 04-05
Report No.: 236135
Project No.: 0510346
Date of Service: 06/17/2005
Report Date: 07/19/2005
Selwices:
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicabIe standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Pavement Services
CONCRETE SUPPLIER: Redi-Mix
PLANT: 732
SPECIFICATION REQTIREMENTS
3600 psi ~ 28 Days
4" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM 0231
ASTM C- 1064
ASTM C- 1231
ASTM C-39
except 9 1 2
MIX DESIGN I.D.: 732
PLACEMENT DATE: 06/17/2005
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 9:45mn BATCH TIME: NA
TEMPERATURE (F)- AIR 83 F CONCRETE: 88 F
TRUCK NO: 230 TICKET NO: 148799
AIR CONTENT (%): 3.5 UNIT WEIGHT (pelt: NA
OVER.ALL PLACEMENT LOCATION:
MacArthur Road, south side of Bethel School Road
SAMPLE LOCATION: Same as above
REPORT OF TESTS
MEASURED
SLUMP
(inches)
1.0
Concrete Compressive Cylinder 6" x 12"
CYLINDER
.MARKED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.)
I I 06/24/2005 7 6.00 28.26
1 2 06/24/2005 7 6.00 28.26
1 3 07/15/2005 28 6.00 28.26
1 4 07/15/2005 28 6.00 28.26
Technician: Bobby Robinson
Report Distribution:
(1) City of Coppell
(I) Cit5 of Coppell
Started: 8:30am
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
106720 3770 Unbonded Cap
106500 3770 Unbonded Cap
Average 3770
Finished: 10:45am
145570 5150 Unbonded Cap
147750 5230 Unbonded Cap
Average 5190
Roweling
Clay Stark
Prqject Manager
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, etc ) or any other feature of similar subject ma~er provided by persons or conditions over which we have no control Our lelters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd
01SS Page Iofl