ST0001-LR020220R° gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 143433
Atto: Ms. Susan Taylor - Engineering Dept Project No.: 015729
PO Box 478 J'~"- ' '~'~ Date of Service: 02/11/2002
~ / Report Date: 02/20/2002
Proje~Cr/e~iew Drive and ~'~
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
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Infrastructure 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
PLACEMENT DATE: 02/1 1/2002
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:45am BATCHTIME: 10:06am
TEMPERATURE (F) - AIR 46 F CONCRETE: 51 F
TRUCK NO: 819 TICKET NO: 3140259
AIR CONTENT (%): 4.2 uNrr WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Paving - northbound leR t~n lane 90'-190'
SAMPLE LOCATION: 20'-30' west of cast curb and 130'
REPORT OF TESTS north of start oflefitum lane
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inch.) TESTED (d~ Obs. ~rce)
1 1 3.0 02/18/2002 ~ 111890
1 2 3.0 02/18/2002 114960
Average
1 3 3.0 03/11/2002 28
1 4 3.0 03/11/2002 28
1 5
Hold
~r 3'960 '~ Unbonded Cap
~ Unbonded Cap
4020
'2.....~'~ ~nbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. Wc 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. Oux letters and
reports are for thc exclusive usc 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
aeoort ~o.: 143433 RoneEngineers
Project No.: 015729 Client: City of Coppell ~~
Water added at site:
Technician: Dan Gammon
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppel!
(1) Infrastructure Services, Inc.
10 9allons
/
Started: 9:00amFinished: l:00pm Ro/~
(1) City of Coppoll
(1) Schrlckel, Rollins & Assoc., Inc.
ay Stark
ect 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, lnc.
01DK Page 2 of 2
RoneEngineers
8908 Ambassador Row
Dallas, Texas 7524%4510
(214) 630-9745
(214} 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Report No.: 143290
Project No.: 015729
Date of Service: 02/08/2002
Report Date: 02/20/2002
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 caring 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
ASTM C-39
MIX DESIGN I.D.: 42
PLACEMENT DATE: 02/08/2002
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 10:10am BATCll TIME: 8:52am
TEMPERATURE (F) - AIR 51 F CONCRETE: 57 F
TRUCK NO: 755 TICKET NO: 7113186
AIR CONTENT (%): 4.4 IINIT WEIGHT (pcl): NA
OVERALL PLACEMENT LOCATION:
Paving - Northbound Freeport Parkway t¥om Station 32+50 to 36
SAMPLE LOCATION: Station 33+00
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 I 4.75
MAXIMUM
DATE AGE LOAD
TESTED (days) (Ibs. brce)
02/11/2002 ~- 72210
COMPRESSIVE
STRENGTH FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
1 2 4.75 02/15/2002
1 3 4.75 03/08/2002
1 4 4.75 03/08/2002
1 5 Hold
83495
28 Unbonded Cap
28 Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided fbr testing. We assume no responsibility tbr variation in quality
(composition, appearance, perlbrmance, etc.) or ally other feature &similar subject matter provided by persons or conditions over wbich we have no cumroL Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in tull without the written approval of Rone Engineers. Inc.
01DK Page 1 of 3
gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
{214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City ofCoppell
ARn:Ms. Susan Taylor-Engineering Dcpt
PO Box478
CoppellTX 75[09
Report No.: 143290
Project No.: 015729
Date of Service: 02/08/2002
Report Date: 02/20/2002
Project:
Creekview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of f?esh 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: htfrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3" - T'
3% - 5%
ASTM C-172
ASTM C-3 l
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 42
PLACEMENT DATE: 02/08/2002
WEATHER CONDITIONS: Sunny
TIME SAMPLED: I l:40am BATCIlTIME: 10:1 lam
TEMPERATURE (F}- AIR 68 F CONCRETE: 59 F
TRUCK NO: 958 TIC~:ET NO: 7113197
AIR CONTENT (%): 4.6 UNITWEIGHT(pcf}: NA
OVERALL PLACEMENT LOCATION:
Paving - Nortbbound Freeport Parkway l?om Statiou 32+50 to 36
SAMPLE LOCATION: Station 34+79
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) ~ TYPE
2 1 3.0 02/11/2002 ~__ 91990 ~ Unbonded Cap
2 2 3.0 02/15/2002 (~ 108410 Unbonded Cap
2 3 3.0 03/08/2002 28 Unbonded Cap
2 4 3.0 03/08/2002 28 Unbonded Cap
2 5 Hold
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided Ibc testing. We assume no responsibility tb~ variation in quality
(composition, appearance, pertbrmance, etc.) or any other feature of similar subject matter provided by persons or couditions over whicb we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shah not be reproduced except in full witbout the written approval of Roue Engineers, thc
01DK Page 2 of 3
Report No.: 143290 RoneEngineers
Project No.: 015729 Client: City of Coppell ................ -~
Water added at site: 5 gallons
Technician: Jason Barker Started: 7:30am Finished: 12:30pm RoneE/
Report Distribution:
(l) City of Coppell (1) City of Coppell / /
(1) City of Coppell (1) Schrickel, Rollins & Assoc., Inc.
(1) City of Coppell prqi~
(I) Infrastructure Services, Inc.
Stark
Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided lbr testing. We assume no responsibility for variation in quality
(composition, appearance, perfommnce, ere.) 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 lhl[ without the written approval of Rone Engineers. Inc.
01DK Page 3 of 3