ST0001-LR020415ROneEngmneers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 147230
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 47 ~"~ ~':
~ ~ Date of Service: 04/05/2002
~'~ ' J Re]po. Date: 04/15/2002
,TX
(ervices:~,~mTp. Xles ?,f fi',~h coneretoe at th.e plac .e!nant locations, perform requtred field tes,ng, cast compressive strength samples and bring
~ smnplcs oack to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP On):
AIR (%):
TEST METHOD:
CONTRACTOR: InfI'aSWllcture Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 3
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.: 42
eLACEM~t~r OAT~: 04/05/2002
WEAXlm~COt~mONS: Partly cloudy
TIME SAMPLED: 10:20am ~ATC~X~m: 9:18am
TEMPERATURE (F) - AIR 60 F CONCRETE: 70 F
~R~JC~C NO: 1124 t~C~C~T NO: 3142726
AIR CONTENT (%): NA UNIT WEIG}rr (Pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - Freeport from Station 31+50 to Station 36+.03
SAMPLE LOCATION: Station 32+50
REPORT OF TESTS
Concrete Co,iips~sive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 3.75 04/09/2002
I 2 3.75 04/12/2002
1 3 3.75 05/03/2002
1 4 3.75 05/03/2002
1 5 Hold
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH FRAL'I'URE
TESTED (days) Obs. force) (psi) TYPE
4 90530 3200 Unbonded Cap
78 99750 3530 Unbonded Cap
28 Unbonded 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 w/thout the written approval of Rone Engineers Inc.
01DK Page 1 of 3
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 75109
Report No.: 147230
Project No.: 015729
Date of Service: 04/05/2002
Report Date: 04/15/2002
Creek-view 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: 3
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
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: 04/05/2002
WEATHER CONDITIONS: Sunny
TI~mSAMPLED: 12:30pm BATCHTIME: lh39am
TEMPERATURE (F) - AIR 62 P CONCRETE: 78 F
TRUCK r~o: 1026 TICKET NO: 7115227
AIR CONTENT (%): 4.8 UNIT W~iG~rr (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - Freeport from Station 31+50 to Station 36+.03
SAMPLE LOCATION: Station 33+66
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
SET NO. (inches) TESTED (lbs. force)
2 1 3.25 04/09/2002 105690
2 2 3.25 04/12/2002 114350
2 3 3.25 05/03/2002 28
2 4 3.25 05/03/2002 28
2 5 Hold
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared besed upon the specific samples provided for testing. We assume no r~sponsibility 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.
01DE Page 2 of 3
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 75109
Report No.: 147230
Project No.: 015729
Date of Service: 04/05/2002
Report Date: 04/15/2002
Creek'view 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:
Cor~rRACrOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: I_att/more
PLANT: 3
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.: 42
PLACEMENT DATE: 04/05/2002
WEATHER CONDITIONS: SuI~y
TIMESA~eLED: 3:10pm BATCHTIME: 2:01pm
TEMPERATURE (F) - AIR 65 F CONCRETE: 80 F
TRUC~< NO: 956 TlCm~t NO: 7115240
AIR CONTENT (%): 4.2 UNIT WEIGHT (Pc0: NA
OVERALL PLACEMENT LOCATION:
Paving ~ Freeport from Station 31+50 to S~ation 36+.03
SAMPLE LOCATION: Station 36+.03
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. (inche~) TESTED (d~ys) (lbs. force) (psi) TYPE
3 1 4.5 04/09/2002 ~
3 2 4.5 04/12/2002
3 3 4.5 05/03/2002 28
3 4 4.5 05/03/2002 28
3 5 Hold
80990
97390
Uibonded Cap
onded Cap
onded Cap
Unbonded Cap
Technician: Cody Carroll Started: 7:00am Finished: 5:00pm ~R~one~Eng~neers, Inc.
Report Distribution:
(1) City of Coppell (1) City of Coppoll
(1) City of Coppell (1) Schdcka, Rollins & Assoc., lac. // / '//~ /Clay Stark
(1) .C? of Coppell ~/ ~ ~, Proj'ec~ Manager
(1) mwastructure Seawices, Inc. ~'~
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. ~Ve 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 vaitten approval of Rone Engineers, Inc.
01DK Page 3 of 3