ST0001-LR020817A LEIGH COMPANY ;
8908 Ambassador Row
Dallas, Texas 752474510
(214) 630 -9745
(214) 630 -9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 154640
Attn: Ms. Susan Taylor - Engineering Dept Project No.: 015729
PO Box 478 Date of Service: 07/18/2002
Coppell TX
Report Date: 08/17/2002
Project: Cre iew Drive and
Coppell, TX
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
CONTRACTOR: Infrastructure Services, Inc. MIX DESIGN I.D.: 38
CONCRETE SUPPLIER: Lattimore PLACEMENT DATE: 07/18/2002
PLANT: 3 WEATHER CONDITIONS: Sunny
SPECIFICATION REQUIREMENTS TIME SAMPLED: 8:35am BATCH TIME: 7:36am
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) -AIR 78 F CONCRETE: 83 F
SLUMP (in): 3 11 - sit TRUCK NO: 834 TICKET NO: 3147849
AIR ( %): 3%
TEST METHOD: ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
AIR CONTENT ( %): 3.5 UNIT WEIGHT (pci): NA
OVERALL PLACEMENT LOCATION:
Sidewalk from Station 16 +00 through Station 18 +25
SAMPLE LOCATION: Station 17 +25
ASTM C -39 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) (1bs. force) (psi) TYPE
1 1 5.75 07/25/2002 7 95185 3370 Unbonded Cap
1 2 5.75 07/25/2002 7 93195 3300 Unbonded Cap
Average 40
1 3 5.75 08/15/2002 V 21 106310 3760 Unbonded Cap
1 4 5.75 08/15/2002 103720 3670 Unbonded Cap
Average 3720
1 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 written approval of Rone Engineers, Inc.
OIDK Page 1 of 2
Report No.: 154640
Project No.: 015729 Client: City of Coppell
RoneEngineers
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
MAXIMUM
AGE LOAD
(days) (lbs. force)
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
Technician: Jarrod Miller Started: 7:30am
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
Finished: 10:00am
Rone
Project
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, Inc.
O1DK Page 2 of 2
Ro n E n i rS
Infrastructure Services, Inc. MIX DESIGN I.D.: 38
8908 Ambassador Row
Dallas, Texas 75247 - 9745
e n ee
g
PLACEMENT DATE: 07/17/2002
(214)630 - 9745
7
WEATHER CONDITIONS: Cloudy
(214) 630 -9519 (fax)
TIME SAMPLED: 6:50am BATCH TIME: 6:06am
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell
Report No.:
154518
Attn: Ms. Susan Taylor - Engineering Dept Project No.:
015729
Box 478
3%-5%
AIR CONTENT ( %): 3.5 UNIT WEIGHT (pcf): NA
Co
Coppell TX 75019
Date of Service:
07/17/2002
5.25
Report Date:
08/17/2002
Project: Creekview Drive and
Freeport Parkway
Coppell, TX
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
CONTRACTOR:
Infrastructure Services, Inc. MIX DESIGN I.D.: 38
CONCRETE SUPPLIER:
Lattimore
PLACEMENT DATE: 07/17/2002
PLANT:
7
WEATHER CONDITIONS: Cloudy
SPECIFICATION REQUIREMENTS
TIME SAMPLED: 6:50am BATCH TIME: 6:06am
STRENGTH:
3000 psi @ 28 Days
TEMPERATURE (F) -AIR 74 F CONCRETE: 80 F
SLUMP (in):
3 f ' - 5 11
TRUCK NO: 1 042 TICKET NO: 7118709
AIR ( %):
3%-5%
AIR CONTENT ( %): 3.5 UNIT WEIGHT (pcf): NA
TEST METHOD:
ASTM C -172
OVERALL PLACEMENT LOCATION:
5.25
ASTM C -31
Median on State St.
82655
ASTM C -143
Unbonded Cap
1 2
ASTM C -231
07/24/2002
7
ASTM C -1064
3470
Unbonded Cap
ASTM C -138
SAMPLE LOCATION: Station 36 +00
08/14/2002
ASTM C -39
REPORT OF TESTS
4360
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) y)
(lbs. force)
(psi)
TYPE
1 1
5.25
07/20/2002
3
82655
2920
Unbonded Cap
1 2
5.25
07/24/2002
7
98085
3470
Unbonded Cap
1 3
5.25
08/14/2002
28
123380
4360
Unbonded Cap
1 4
5.25
08/14/2002
28
129005
4560
Unbonded Cap
Average
4460
1 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 written approval of Rone Engineers, Inc.
O1DK Page 1 of 4
Report No.: 154518 RoneEngineers
Project No.: 015729 Client: City of Coppell pwy�=
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (psi) TYPE
Water added at site: 10 gallons
See report #154517 for technician time.
A-
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, Inc.
OIDK Page 2 of 4
8908 Ambassador Raw
RO n e E n g i n ee rs
Dallas, Texas (21 75247 -4510
(214)630 -9745
(214) 630 -9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 154518
Attn: Ms. Susan Taylor - Engineering Dept Project No.: 015729
Box
Co TX Date of Service: 07/17/2002
Coppell TX 75019 Report Date: 08/17/2002
Project: Creekview Drive and
Freeport Parkway
Coppell, TX
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.
PROTECT DATA
CONTRACTOR:
Infrastructure Services, Inc. MIX DESIGN I.D.: 38
CONCRETE SUPPLIER:
Lattimore
PLACEMENT DATE: 07/17/2002
PLANT:
7
WEATHER CONDITIONS: Cloud
SPECIFICATION REQUIREMENTS
TIME SAMPLED: 7:05a1n BATCH TIME: 6:16am
STRENGTH:
3000 psi @ 28 Days
TEMPERATURE (F) - AIR 76 F CONCRETE: 84 F
SLUMP Cin):
3" - 5"
TRUCK NO: 1093 TICKET NO: 7118711
AIR ( %):
3%-5%
AIR CONTENT ( %): 3.8 UNIT WEIGHT (pct): NA
TEST METHOD:
ASTM C -172
OVERALL PLACEMENT LOCATION:
5.25
ASTM C -31
Sidewalk on Creekview from Station 15 +00 through Station 16 +00
81920
ASTM C -143
Unbonded Cap
2 2
ASTM C -231
07/24/2002
7
ASTM C -1064
3540
Unbonded Cap
ASTM C -138
SAMPLE LOCATION: Station 15 +42
08/14/2002
ASTM C -39
REPORT OF TESTS
4420
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) 6
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE
AGE
LOAD
STRENGTH
FRACTURE
SET NO.
(inches)
TESTED
(days)
(lbs. force)
(psi)
TYPE
2 1
5.25
07/20/2002
3
81920
2900
Unbonded Cap
2 2
5.25
07/24/2002
7
100175
3540
Unbonded Cap
2 3
5.25
08/14/2002
28
124865
4420
Unbonded Cap
2 4
5.25
08/14/2002
28
113575
4020
Unbonded Cap
Average
4220
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 full without the written approval of Rone Engineers, Inc.
O1DK Page 3 of 4
Report No.: 154518
Project No.: 015729 Client: City of Coppell
Ro i i
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP DATE
AGE
LOAD
STRENGTH FRACTURE
SET NO.
(inches) TESTED
(days)
(Ibs. force)
(psi) TYPE
See report #154517 for technician time.
Technician: Jarrod Miller Started: Finished:
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
a�
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, Inc.
OIDK Page 4 of 4
Ro n E n n rs
8908 Ambassador Row
Dallas, Texas 75247 -4510
e g ee
(214) 630 -9745
PLACEMENT DATE: 07/19/2002
(214) 630 -9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.:
154769
Atta: Ms. Susan Taylor - Engineering Dept Project No.:
015729
PO Box 478
TEMPERATURE (F) - AIR 85 F CONCRETE: 89 F
Coppell TX 75019 Date of Service:
07/19/2002
Report Date:
08/17/2002
Project: Creekview Drive and
AIR CONTENT ( %): 2.8 UNIT WEIGHT (pcf): NA
Freeport Parkway
ASTM C -172
Coppell, TX
5.0
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.
80005
PROJECT DATA
CONTRACTOR:
Infrastructure Services, Inc. MIX DESIGN I.D.: 38
CONCRETE SUPPLIER:
Lattimore
PLACEMENT DATE: 07/19/2002
PLANT:
3
WEATHER CONDITIONS: Sunny
SPECIFICATION REQUIREMENTS
TIME SAMPLED: 9:50am BATCH TIME: 8:38am
STRENGTH:
3000 psi @ 28 Days
TEMPERATURE (F) - AIR 85 F CONCRETE: 89 F
SLUMP (in):
3a - 5"
TRUCK NO: 1049 TICKET NO: 3147934
AIR ( %):
3%-5%
AIR CONTENT ( %): 2.8 UNIT WEIGHT (pcf): NA
TEST METHOD:
ASTM C -172
OVERALL PLACEMENT LOCATION:
5.0
ASTM C -31
Sidewalk between Station 8 +68 to Station 11 +25
80005
ASTM C -143
Unbonded Cap
1 2
ASTM C -231
08/16/2002
28
ASTM C -1064
3310
Unbonded Cap
ASTM C -138
SAMPLE LOCATION: Station 10 +10
08/16/2002
ASTM C -39
REPORT OF TESTS
3090
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) t
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE
AGE
LOAD
STRENGTH
FRACTURE
SET NO.
(inches)
TESTED
(days) y)
(lbs. force)
(psi)
TYPE
1 1
5.0
07/26/2002
7
80005
2830
Unbonded Cap
1 2
5.0
08/16/2002
28
93625
3310
Unbonded Cap
1 3
5.0
08/16/2002
28
87295
3090
Unbonded Cap
Average
3200
1 4
Hold
Water added at site: 7 gallons
Technician: Matt McVey Started: 8:30am Finished: 11:(
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(L) Infrastructure Services, Inc. Project Manager
(1) Schrickel, Rollins & Assoc., Inc.
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, Inc.
O1DK Page 1 of 1
8908 Ambassador Row
E n g 1 n eerS Dallas, Texas 75247 -4510
Ro n e
(214) 630 -9745
(214) 630 -9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.:
154517
Attn: Ms. Susan Taylor - Engineering Dept Project No.:
015729
PO Box 478
Date of Service:
07/17/2002
Coppell TX 75019
Report Date:
08/17/2002
Project: Creekview Drive and
TIME SAMPLED: 6:30am BATCH TIME: 5:44am
Freeport Parkway
3000 psi @,Q 28 Days
Coppell, TX
SLUMP (in):
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.
AIR ( %):
PROJECT DATA
CONTRACTOR:
Infrastructure Services, Inc. MIX DESIGN I.D.: 42
CONCRETE SUPPLIER:
Lattimore
- PLACEMENT DATE: 07/17/2002
PLANT:
7
WEATHER CONDITIONS: Cloudy
SPECIFICATION REQUIREMENTS
TIME SAMPLED: 6:30am BATCH TIME: 5:44am
STRENGTH:
3000 psi @,Q 28 Days
TEMPERATURE (F) -AIR 74 F CONCRETE: 81 F
SLUMP (in):
311-511
TRUCK NO: 757 TICKET NO: 7118705
AIR ( %):
3%-5%
AIR CONTENT ( %): 3.0 UNIT WEIGHT (pcf): NA
TEST METHOD:
ASTM C -172
OVERALL PLACEMENT LOCATION:
ASTM C -31
Paving on State St.
07/20/2002
ASTM C -143
104095
3680
ASTM C -231
Cap
1 2
ASTM C -1064
07/24/2002
7
ASTM C -138
SAMPLE LOCATION: Station 32 +00
Unbonded
ASTM C -39
REPORT OF TESTS
4.25
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)
Ubs, force)
(psi)
TYPE
1 1
4.25
07/20/2002
3
104095
3680
Unbonded
Cap
1 2
4.25
07/24/2002
7
114570
4050
Unbonded
Cap
1 3
4.25
08/14/2002
28
155210
5490
Unbonded
Cap
1 4
4.25
08/14/2002
28
155170
5490
Unbonded
Cap
Average
5490
1 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 written approval of Rone Engineers, Inc.
01DK Pave 1 of 2
Report No.: 154517
Project No.: 015729 Client: City of Coppell
RoneEngineers
w
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
MAXIMUM
AGE LOAD
(days) (lbs. force)
COMPRESSIVE
STRENGTH
(Psi)
FRACTURE
TYPE
Technician: Jairod Miller Started: 5:30am
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, hic.
(1) Schrickel, Rollins & Assoc., Inc.
Finished: 8 :15am
Rone
Project
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, Inc.
oIDK Page 2 of 2