MA0405-LR050708;; .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.: 236897
Project No.: 0510346
Date of Service: 06/29/2005
Report Date: 07/08/2005
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
PLAJ~r: 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-I231
ASTM C-39
MIX DESIGN I.D.: 732
PLACEMENT DATE: 06/29/2005
WEATHER CONDITIONS: Clear
TIME SAMPLED: 8:17am BATCHTIME: 7:40am
TEMPERATURE (F) - AIR 84 F CONCRETE: 81 F
TRUCK NO: 277 TICKET NO: 149466
AIR CONTENT (%): 5.0 UNIT WEIGHT (pcl): NA
OVERALL PLACEMENT LOCATION:
Sandy Lake at parkway, north side
SAMPLE LOCATION: 10' west of median center
REPORT OF TESTS
MEASURED
SLUMP
(inches)
3.25
Concrete Compressive Cylinder 6" x 12"
CYLINDER
M~KED DATE
SET NO. TESTED
AGE DIAMETER
(days) (inches)
MAXIMUM COMPRESSIVE
AREA LOAD STRENGTH
(sq.in.) (lbs. force) (psi)
FRACTURE
TYPE
1 1 07/06/2005
1 2 07/27/2005
1 3 07/27/2005
1 4 Hold
Water added at site:
Technician: Dan Rogers
Report Distribution:
(l) City of Coppell
(1) City of Coppell
5 gallons
7 6.00 28.26
28 0.00 0.00
28 0.00 0.00
Started: 7:15am
106460 3760
Unbonded Cap
Unbonded Cap
Unbonded Cap
Finished: 9:30am
ring
Clay Stark
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific saraples 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 letWrs and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in fall without the written approval of Rone Engineering Services, Ltd.
0iSS Page 1 of 1
:{one Eng,neenng
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~ l?( 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150. Houston, TX 77040
CorporatePhone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 235390
Project No.: 0510346
Date of Service: 06/08/2005
Report Date: 07/08/2005
Obtain samples of fresh concrete at the placement locations, pc~'orm required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with appIicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Pavement Services
CONCRETE SUPPLIER: Redi-Mix
PLANT: I
SPECIFICATION REQUIREMENTS
3600 psi ~ 28 Days
4" maximum
NA
ASTM C-172
ASTM C-3 I
ASTM C-143
ASTM C-231
ASTM C-I064
ASTM C~1231
ASTM C-39
MLX DESIGN I.D.: 73 1
PLACEMENT DATE: 06/08/2005
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 9:40am BATCH TIME:
TEMPERATURE (F) - AIR 86 F CONCRETE: 89 F
TRUCKNO: 230 TICKETNO: 148229
AIR CONTENT (%): NA UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Approach into Fire Station #2 at Condor ~nd MacArthur
SAMPLE LOCATION: Same 03 above
REPORT OF TESTS
MEASURED
SLUMP
(inches)
2.25
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE
SET NO. TESTED
MAXIMTJM COMPRESSIVE
AGE DIANIETER AREA LOAD STRENGTH
(days) (inches) (sq.in.) (lbs. force) (psi)
FRACTURE
TYPE
1 1 06/15/2005
1 2 07/06/2005
1 3 07/06/2005
1 4 Hold
Water added at site:
Technician: Doyle Mackey
Report Distribution:
(I) City of Coppell
(1) City of Coppell
gallons
7 6.OO 28.26
28 6.00 28.26
28 6.00 28.26
Started: 8:45am
107970
141380
136030
Average
3820
5000
4810
4910
Unbonded Cap
Unbonded Cap
Unbonded Cap
Finished: 10:30am
Clay Stark
Project Manager
LLMITAT]ONS: 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 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.
Page 1 ofl
Engineering
:,:4one
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.: 235512
Project No.: 0510346
Date of Service: 06/09/2005
Report Date: 07/08/2005
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:
SLUM~P (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Pavement Services
CONCRETE SUPPLIER: Mobile Crete
PLANT: NA
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
M/X DESIGN I.D.: 2 ' MEASURED
SLUME
PLACEMENT DATE: 06/09/2005 (inch.)
WEATHER CONDITIONS: Partly cloudy 8.5
TIME SAMPLED: 12:00pm BATCHTIME: NA
TEMPERATURE (F) - AIR Na F CONCRETE: 89 F
TRUCK NO: 2022 TIC~.rT NO: 05-575
Am CONTENT (%): 1.5 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Side curbs heading into approach on north and south sides of approach from intersection of
Village/Samuel at MacArthar
S3dMPLE LOCATION: South curb
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 06/16/2005 7 6.00 28.26 80920 2860 Unbonded Cap
1 2 07/07/2005 28 6.00 28.26 112150 3970 Unbonded Cap
1 3 07/07/2005 28 6.00 28.26 115660 4090 Unbonded Cap
Average 4030
1 4 Hold
Technician: Joshua Dietz
Report Distribution:
(1) City of CoppelI
(1) City of Coppell
Started: 10:45am
Finished: 12:45pm
Ron~ ~g~~
Project Manager
LIMITATIONS: The test results presented hereto 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 control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shalI not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
MSS Page 1 of 1
one Engineenng
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
REPORT OF CYLINDER COLLECTION
Client:
City of Coppell
Ms. Suzan Taylor, Engineering Dept
PO Box 9478
Coppell TX 75019
Project: Brick Paver Replacement
MA 04-05
Report No.: 237187
Project No.: 0510346
Date of Service: 07/02/2005
Report Date: 07/08/2005
Services: Cylinder Collection
Report of Collection
On this date, a Rone Engineers, Ltd. representative arrived on site as scheduled
to pick up compressive strength test specimen cast prior to this date.
Technician Time: l:00pm - 2:15pm
Page 1 of 1
Technician: Osvaldo Flores
Report Distribution:
(1) City of Coppell
(t) City of Coppell
Rone Engineering
Clay Stark
Project Manager
LIMITAT]ONS: 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 matter provided by persons or conditions over which we have no conttoL 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~II without the written approval of Rone Engineering Services, Ltd.
99TM Pa~e 1 of 1
i,{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
REPORT OF CYLINDER COLLECTION
Report No.: 237262
Project No.: 0510346
Date of Service: 07/06/2005
Report Date: 07/08/2005
Services: Cylinder Collection
Report of Collection
On this date, a Rone Engineers, Ltd. representative arrived on site as scheduled
to pick up compressive strength test specimen cast prior to this date.
Technician Time:
Page 1 of 1
Technician: Randy Nudge
Report Distribution:
(1) City of Copp¢ll
(I) City of Coppell
8:30am - 9:45am
Rone Engineering
Clay Stark
Project Manager
LrMLITATIONS: The test results presented herein were prepared b~sed 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 leaers 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
99TM Pace I of I