ST0001-LR020529RoneEngineers
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.: 148749
Project No.: 015729
Date of Service: 04/29/2002
Report Date: 05/29/2002
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:
CONT~croR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
P~ANT: 03
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 DES1GN I.D.: 38
PLACEMENT DATE: 04/29/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 3:10pm EATC~ITIM~: 2:33pm
TEMPERATURE (F) - AIR 88 F CONCRETE: 80 F
TmJOC NO: 1050 TICI~T NO: 3143880
AIR CONTENT (%): 4.2 UNITWEIGHT(pcf): NA
OVERALL PLACEMENT LOCATION:
Inlets - eastbound lane of Creekvinw at Station 3+50 and Station 4+00, Station 25+00 and
Station 25+88 and Station 21+00 and Stafmn 22+00
SAMPLE LOCATION: Same as above
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) Obs. force) (psi) TYPE
1 1 3.75 05/02/2002 3 76350 2700 Unbonded Cap
1 2 3.75 05/06/2002 7 85070 3010 Unbonded Cap
1 3 3.75 05/27/2002 28 105675 3740 Unbonded Cap
1 4 3.75 05/27/2002 28 107805 3810 Unbonded Cap
Average 3780
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 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 shall not be reproduced except in full without the written approval of Rone Engineers, Inc.
01DK Page 1 of 2
Report No.: 148749 RoneEngineers
Project No.: 015729 Client: City of CoPpell [ll~l~l~l
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
Concrete scheduled for 2:30pm truck arrived at 3:00pm
R°necl~ay~~
Technician: Ben Weaverling
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(l) Infrastructure Services, Inc.
Started: 2:00pm Finished: 5:00pm
(1) City of Coppell
(1) Schrickel, Rollins & Assoc., Inc.
Project 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, 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 Page 2 of 2
8908 Ambassador Row
Dallas, Te~ns
(~14) 630=9~19 (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.: 150121
Project No.: 015729
Date of Service: 05/20/2002
Report Date: 05/29/2002
Creekxdew DHve and
Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field te~ting, 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: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS
4000 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.: 9982
PLACEMENT DATE: 05/20/2002
WEATHER CONDITIONS: Clear
TIME SAMPLED: 12:40pm BATCHT1ME: ll:47am
TEMPERATURE OF) - AIR 70 F CONCRETE: 90 F
TRUCK NO: 71 TICKET NO: 3133134
AIR CONTENT (%): 4.0 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Paving stamped concrete east approachmcnt into Wagon Wheel Baseball Park, west
parking lot
SAMPLE LOCATION: 10' north x 3' east of southwest
REPORT OF TESTS comer of paving, east approachmant
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 2.5 05/23/2002 3 117170 4140 Unbonded Cap
1 2 2.5 05/27/2002 7 144920 5120 Unbonded Cap
1 3 2.5 06/17/2002 28 Unbonded Cap
1 4 2.5 06/17/2002 28 Unbonded Cap
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 Page 1 of 2
Report No.: 150121 R°neEngineers
Project No.: 015729 .......... ~l
CHent: City of Coppell
Water added at site: 10 gallons
Technician: Anthony Maldonado
Report Distrlbution:
(1) City of Coppell
(1) City of Coppell
(1} City of Coppell
(1) Infia.saamture Services, Inc.
Started: 11:30am
(1) City of Coppell
(1) Sehrickel, Rollins & Assoc., Inc.
Finished: h30pm
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 mat~er 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 Page 2 of 2
gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Project: ~Creekview Drive and
FreepoTt Parkway
Coppe[1, TX
Services:
Report No.: 150205
Project No.: 015729
Date of Service: 05/21/2002
Report Date: 05/29/2002
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: 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
MIX DESIGN I.D.: 115702
PLACEMENT DATE: 05/21/2002
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 2:00pm BATCH TIME: 12:27pm
TEMPERATURE (F) - AIR 85 F CONCRETE: 85 F
TRUCK NO: 1045 TICKET NO: 16249
AIR CONTENT (%): 3.4 UNIT WEIGHT (PC0: NA
OVERALL PLACEMENT LOCATION:
Creekview retaining wall footing
SAMPLE LOCATION: South side of street at
Station 0+50, 5' offcurb
ASTM C-39 RF, PORT Og 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
3.0 05/28/2002
13.0 06/18/2002
~ 06/18/2002
Hold
Water added at site: 10 gallons
Technician: Simon Gibbons
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(1) Infrasn'ueture Services, Inc.
Started:
(1) City of Coppell
(1) Sehriekel, Rollins & Assoc., Inc.
7 95160 ~i~/0
Unbonded Cap
Unbonded Cap
12:30pm Finished: 4:00pm ' Rone '
C~y ~tark
Project 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, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our leuers 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, lnc.
01DK Page I of 1