ST0001-LR020522 8908 Ambassador Row
Dallas, Texas 75247-4510
RoneEngineers
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell
Atto: Ms. Susan Taylor - Engineering Dept
PO Box 478
Project~ ~'-T~ .acT. z A P,~way --
Copp¢II, TX
Services:
Report No.: 148255
Project No.: 015729
Date of Service: 04/23/2002
Report Date: 05/22/2002
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: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Latfimore
PLANT: 7
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3" - 5"
3% - 5%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 38
PLACEMENT DATE: 04/23/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 8:00am BATCH TIME: 7:15am
TEMPERATURE {F)-AIR 63 F CONCRETE: 78 F
TRUC~: NO: 758 TICm~T NO: 7115705
AIR CONTENT (%): 4.1 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving fi'om Station 17+50 to Station 26+50 (Creekview) south lane eastbound
SAMPLE LOCATION: Station 18+50
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
1 1 2.0
1 2 2.0
1 3 2.0
I 4 2.0
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) Obs. force)
04/26/2002 3 86655
04/30/2002 7 91305
05/21/2002 ~'~ ) 127990
05/21/2002 V 113270
Average
1 5 Hold
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3060 Unbonded Cap
3230 Unbonded Cap
nbonded Cap
nbonded Cap
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 and shall not be reproduced except in full without the written approval of Rone Engineers, Ibc.
01DK Page I of 8
Report No.: 148255
Project No.: 015729
Client: City of Coppell
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
Water added at site: 5 gallons
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. Oar letters 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 Engineers, lfic.
01DK Page 2 of 8
RoneEngineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148255
Project No.: 015729
Date of Service: 04/23/2002
Report Date: 05/22/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
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: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3" o 5"
3% - 5%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 38
PLACEMENT DATE: 04/23/2002
WEATHER CONmTIONS: Partly cloudy
TIME SAMPLED: 10:15am BATCHTIME: 9:47am
TEMPERATURE (F) - AIR 70 F CONCRETE: 90 F
THUCK NO: 1039 TICm~T NO: 7115725
AIR CONTENT (%}: 4.0 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving fi'om Station 17+50 to Station 26+50 (Creekview) south lane eastbound
SAMPLE LOCATION: Station 21+50
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 2.0 04/26/2002 3 92755 3280 Unbonded Cap
2 2 2.0 04/30/2002 7 103700 3670 Unbonded Cap
2 3 2.0 05/21/2002 28 125005 4420 Unbonded Cap
2 4 2.0 05/21/2002 28 121370 4290 Unbonded Cap
Average 4360
2 5 Hold
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 and shall not be reproduced except in f~ll without the written approval of Rone Engineers, Inc.
01DK Page 3 of 8
Report No.: 148255
Project No.: 015729 Client: City of Coppell
RoneEngineers
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
LIMITATIONS: The test results presented herein were prepared based upon the specific samples pmvided for testing. Wc 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 usc of the clients to whom they are addressed and shall not be reproduced except in full without the w'~itten approval of Rone Engineers, Inc.
01DK Page 4 of 8
gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148255
Project No.: 015729
Date of Service: 04/23/2002
Report Date: 05/22/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
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: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3" - 5"
3% - 5%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 38
PLACEMENT OATE: 04/23/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: ll:40am BATCHTIME: ll:02am
TEMPERATURE (F) - AIR 71 F CONCRETE: 90 F
TRUCK NO: 1039 TICRET NO: 7115737
AIR CONTENT (%): 4.5 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving fi'om Station 17+50 to Station 26+50 (Creekview) south lane eastbound
SAMPLE LOCATION: Station 23+00
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 2.5 04/26/2002 3 75595 2670 Unbonded Cap
3 2 2.5 04/30/2002 7 86515 3060 Unbonded Cap
3 3 2.5 05/21/2002 28 111670 3950 Unbonded Cap
3 4 2.5 05/21/2002 28 107915 3820 Unbonded Cap
Average 3890
3 5 Hold
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 and shall not be reproduced except in full without the whtten approval of Rone Engineers, Inc.
01DK Page 5 of 8
Report No.: 148255
Project No.: 015729 Client: City of Coppell
RoneEngineers
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
Water added at site: 5 gallons
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 and shall not be reproduced except in full without the written approval of Rone Engineers, [~c.
01DK Page 6 of 8
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Atto: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148255
Project No.: 015729
Date of Service: 04/23/2002
Report Date: 05/22/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
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: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3" - 5"
3% - 5%
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 38
PLACEMEnt OATE: 04/23/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 1:45pm BATCH TIMr: 1: 18pm
TEMPERATURE (F) - AIR 80 F CONCRETE: 90 F
TRUCKNO: 1092 TlC~a~TNO: 7115755
AIR CONTENT (%): 4.1 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving from Station 17+50 to Station 26+50 (Creekview) south lane eastbound
SAMPLE LOCATION: Station 25+00
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 2.25 04/26/2002 3 62970 2230 Unbonded Cap
4 2 2.25 04/30/2002 7 75120 2660 Unbonded Cap
4 3 2.25 05/21/2002 28 101035 3570 Unbonded Cap
4 4 2.25 05/21/2002 28 100905 3570 Unbonded Cap
Average 3570
4 5 Hold
LIMITATIONS: The test results presented herein were prepared based upon the specific samples pmvided 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 offue clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ibc.
01DK Page 7 of 8
Report No.: 148255
Project No.: 015729
Client: City of Coppell
ROneEngineers
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
DATE
TESTED
AGE
(days)
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
Water added at site: 5 9allons
Technician: Anthony Maldonado
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(I) Infrastructure Services, Inc.
Started: 9:00am Finished: 4:30pm
(1) City of Coppell
(i) Schrickel, Rollins & Assoc., lac.
Clay S~ rk
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon thc 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 and shall not be reproduced except in full without the written approval of Rone Engineers, ibc.
01DK Page 8 of 8
RoneEn
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax}
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppeil
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 149754
Project No.: 015729
Date of Service: 05/14/2002
Report Date: 05/22/2002
Project:~
--Freeport Parkway
Coppell, TX
Services: Obtain samples oftYesh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for caring and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 6
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3"- 5"
3% - 5%
ASTM C- 172
ASTM C-3 l
ASTM C- 143
ASTM C-231
ASTM C- 1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 42
PLACEMENT DATE: 05/1 4/2002
WEATHER CONDITIONS: Clear
TIME SAMPLED: 8:50am BATCH TIME: 7:59am
TEMPERATURE (F)-AIR 65 F CONCRETE: 85 F
TRUCK NO: 761 TICKET NO: 617486
AIR CONTENT (%): 4.25 [INIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving - west side approachment and State Road intersection going into west parking lot of
Wagon Wheel baseball park
SAMPLE LOCATION:
REPORT OF TESTS
10' north x 8' east of southwest
corner of intersection
· ' r "x 12"
Concrete Compresstve Cyhnde 6 (area 28,27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 I 3.0 05/17/2002
1 2 3.0 05/21/2002
I 3 3.0 06/11/2002
1 4 3.0 06/l 1/2002 28
MAXIMUM COMPRESSIVE
AG E LOAD STRENGTH FRACTURE
(day.~ (lbs. force) :~l~*) TYPE
100485 550 Unbonded Cap
113220 ~ Unbonded Cap
Unbonded Cap
Unbonded Cap
I 5
Hold
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility Ibr variation in quality
(composition, appearance, perlbrmance, etc.) or any other Ii:attire of similar subject matter provided by persons or conditions over which we have no control. Oar letters and
reports are lbr the exclusive use of the clients to wbom they are addressed and shall not be reproduced except in tull without the written approval ofRone Eagmeers. lac.
01DK Page I of 2
Report No.: 149754
Project No.: 015729 Client: City of Coppell
Water added at site: 10 gallons
Standby from 10:30
Technician: Anthony Maldonado
Report Distribution:
(l) City of Coppell
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
to 12:00 waiting for concrete.
Started: 7:30am' Finished: 12:30pm
(1) City of Coppell
(1) Schfickel, Rollins & Assoc., Inc.
Rone E~
Clay Sta
Project Manager
LIMITATIONS: The test results preseuted herein were prepared based upon the specific samples provided for testing. We assume no responsibility lbr variation in quality
(compositioa, appearance, pertbmlance, etc.) or any other tEature of similar subject matter provided by persons or condilions over which we have uo control. Our letters and
reports are lbr 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 Engineers. Inc.
01DK Page 2 of 2