ST0001-LR020306'4-
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppeli
Atto: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Report No.: 144228
Project No.: 015729
Date of Service: 02/20/2002
Report Date: 03/06/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at thc placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordenee with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRAc'roR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Cattimore
PLANT: 7
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.: 42
PLACEMENT DATE: 02/20/2002
WEATHER CONDITIONS:
TIME SAMPLED: 9:15am BATCHTIME: 8:28aI~1
TEMPERATURE (F) = AIR 60 F CONCRETE: 72 F
~vc~ No: 947 TICgrT NO: 7113465
AIR CONTENT (%): 5.0 uNrr wEiG~rr (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - intersection of Freepo~ & Ruby
SAMPLE LOCATION: 10' north x 12' west of southeast
REPORT OF TESTS comer of Ruby
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOA~D STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (PaD TYPE
1 1 4.5 02/23/2002 3 112450 3980 Unbonded Cap
1 2 4.5 02/27/2002 7 121760 4310 Unbonded Cap
1 3 4.5 03/20/2002 28 Unbonded Cap
1 4 4.5 03/20/2002 28 Unbonded Cap
1 6 Hold
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RoneEngineers
Report No.: 144228 ~t~l~l
Project No.: 015729 Client: City of Coppell
Water added at site: 15 9allons
Technician: Anthony Maldonado
Report Distribution:
(1) City of Coppcll
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
Started: 7:30am Finished: ll:00am
(1) City of Coppell
(1) Schrickcl, Rollins & Assoc., Inc.
LIMITATIONS: The test results presented her~n w~re prepared b~sed upon the specific samples provided for testing. We assumc no responsibility for variation in quality
(compositio~ appearance, performance, etc.) or any other feature of similar subject maR~r provided by persons or conditions over which we have no control. Our letters and
repogts are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in f~ll without the writtea approval of Rone Engineers, Inc.
01DK Page 2 of 2
-RoneEngineers
Client:
City of Coppell
Atta: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
8908 Ambassador Row
Dallas, Texas 75247-4510
~'~ ~ (~O O { (214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 144160
Project No.: 015729
Date of Service: 02/19/2002
Report Date: 03/06/2002
Project:
Services:
Creekview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast eomprassive 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: 6
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3" - $"
4% - 6%
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.: 42
PLACEMENT DATE: 02/19/2002
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 2:20pm BATCHTIME: l:13pm
TEMPERATURE (F) -AIR 61 F CONCRETE: 60 F
TaUCK NO: 753 TIC~T nO: 6169303
AIRCONTENT(%): 3.5 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Freepor~ parkway paving
SAMPLE LOCATION: Station 31+50
REPORT OF TESTS
Conc~te 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 4.0 02/22/2002 3 84525 2990 Unbonded Cap
1 2 4.0 02/26/2002 7 112710 3990 Unbonded Cap
1 3 4.0 03/05/2002 14 117240 4150 Unbonded Cap
1 4 4.0 03/19/2002 28 Unbonded Cap
1 5 Hold
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, ~tc.) or any other f~atux¢ 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 ~produced except in full without the written approval of Rone Engineers, Inc.
01DK Page 1 of 2
RoneEngineers
Report ~To.: 144160 m~m~m~;~l~
ProiectNo.: 015729 Client: CityofCoppell
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
DATE
TESTED
AGE
(days)
MAXIMUM
LOAD
Obs. force)
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
Water added at site: 5 gallons
Technician: Todd Jonas
Report Distribution:
(1) City of Coppell
(1) City of Copp¢ll
(1) City of Coppell
(1) Infrastructure Sereices, Inc,
Started: 12:00pm
(1) City of Coppoll
Finished: 3:30pm
(1) Sch~ickel, 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
~porS are for the exclusive ~e of the clients ~ whom they are addressed and shall not be reproduced except in full without the wri~en approval of Rone Engineers, Inc.
01DK Page 2 of 2