ST0001-LR0208138908 Ambassador Row
Dallas, Texas 752474510
(214) 630 -9745
(214) 630 -9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.:
154140
Attn: Ms. Susan Taylor - Engineering Dept Project No.:
015729
PO Box 478 Date of Service:
07/12/2002
Coppell TX 75019 Report Date:
08/13/2002
Project: Creekview Drive and rrwe/
TIME SAMPLED: 8:10am BATCH TIME: 7:04am
Freeport Parkway
3000 psi @ 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 LD.: 38
CONCRETE SUPPLIER:
Lattimore
PLACEMENT DATE: 07/12/2002
PLANT:
6
WEATHER CONDITIONS: Partly cloudy
SPECIFICATION REQUIREMENTS
TIME SAMPLED: 8:10am BATCH TIME: 7:04am
STRENGTH:
3000 psi @ 28 Days
TEMPERATURE (F) -AIR 84 F CONCRETE: 86 F
SLUMP (in):
3 - 5"
TRUCK NO: 761 TICKET NO: 6178991
AIR ( %):
3%-
AIR CONTENT ( %): 3.1 UNIT WEIGHT (pcf): NA
TEST METHOD:
ASTM C -172
OVERALL PLACEMENT LOCATION:
ASTM C -31
Sidewalk from Station 12+00 through Station 15+00
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
SAMPLE LOCATION: Station 13 +00
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) (lbs. force) (psi) TYPE
1 1 5.5 07/19/2002 7 93770 3320 Unbonded Cap
1 2 5.5 08/09/2002 28 115880 4100 Unbonded Cap
1 3 5.5 08/09/2002 (f 28 120230 Unbonded Cap
�/ Average 4180
1 4 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 2
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
8908 Ambassador Row
Ro �� ��
PLACEMENT DATE: 07/12/2002
Dallas Texas 75247 -4510
(214) 630 -9745
�'
WEATHER CONDITIONS: Partly cloudy
(214) 630 -9819 (fax)
TIME SAMPLED: 9:00am BATCH TIME: 7:58am
STRENGTH:
3000 psi R@ 28 Days
TEMPERATURE (F) -AIR 83 F CONCRETE: 86 F
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell
Report No.:
154140
Attn: Ms. Susan Taylor - Engineering
Dept Project No.:
015729
PO Box 478
Date of Service:
07/12/2002
Coppell TX 75019
Report Date:
08/13/2002
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: 07/12/2002
PLANT:
6
WEATHER CONDITIONS: Partly cloudy
SPECIFICATION REQUIREMENTS
TIME SAMPLED: 9:00am BATCH TIME: 7:58am
STRENGTH:
3000 psi R@ 28 Days
TEMPERATURE (F) -AIR 83 F CONCRETE: 86 F
SLUMP (in):
3° - 511
TRUCK NO: 1123 TICKET NO: 6179001
AIR ( %
3%-
AIR CONTENT ( % NA UNIT WEIGHT (peo: NA
TEST METHOD:
ASTM C -172
OVERALL PLACEMENT LOCATION:
3.5
ASTM C -31
Grade beam from Station 1 +50.32 through Station 4+05.32
88220
ASTM C -143
Unbonded Cap
2 2
ASTM C -231
08/09/2002
28
ASTM C -1064
4120
Unbonded Cap
ASTM C -138
SAMPLE LOCATION: Station 2 +75
08/09/2002
ASTM C -39
REPORT OF TESTS
4090
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)
(ibs. force)
(psi)
TYPE
2 1
3.5
07/19/2002
7
88220
3120
Unbonded Cap
2 2
3.5
08/09/2002
28
116570
4120
Unbonded Cap
2 3
3.5
08/09/2002
28
115745
4090
Unbonded Cap
Average
4110
2 4
Technician: Jarrod Miller
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
Hold
Started: 6:30am Finished: 9:0(
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
Project Manager
8908 Ambassador Row
a Dallas, Texas 75247-4510
Ro n eE n g i nee rs (214) 630 -9745
(214) 630 -9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 154247
Attn: Ms. Susan Taylor - Engineering Dept Project No.: 015729
PO Box 478 Date of Service: 07/12/2002
Coppell TX 75019 Report Date: 08/13/2002
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.: 42
CONCRETE SUPPLIER:
Lattimore
PLACEMENT DATE: 07/12/2002
PLANT:
6
WEATHER CONDITIONS: Partly cloudy
SPECIFICATION REQUIREMENTS
TIME SAMPLED: 7:35am BATCH TIME: 6:27am
STRENGTH:
3000 psi @R, 28 Days
TEMPERATURE (F) -AIR 74 F CONCRETE: 82 F
SLUMP (in):
Y-5 11
TRUCK NO: 939 TICKET NO: 6178989
AIR ( %):
3%-5%
AIR CONTENT ( %): 3.1 UNIT WEIGHT (pcf): NA
TEST METHOD:
ASTM C -172
OVERALL PLACEMENT LOCATION:
3520
ASTM C -31
Paving on State from Station 36 +22.55 through Station 36 +22.45
07/19/2002
ASTM C -143
105470
3730
ASTM C -231
1 3 4.5
08/09/2002
ASTM C -1064
139785
4940
ASTM C -138
SAMPLE LOCATION: Station 36 +22.50
08/09/2002
ASTM C -39
REPORT OF TESTS
4930
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
1 1 4.5
07/15/2002
3
99455
3520
Unbonded Cap
1 2 4.5
07/19/2002
7
105470
3730
Unbonded Cap
1 3 4.5
08/09/2002
28
139785
4940
Unbonded Cap
1 4 4.5
08/09/2002
28
139495
4930
Unbonded Cap
Average
4940
Technician: Jarrod Miller
Started: 6:30am
Finished:
9:00am
Rone E r ,
c.
Report Distribution:
(1) City of Coppell
(1) City of Coppell
Clay St k
(1) 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 Rome Engineers, Inc.
DIDK Page 1 of 1