ST0001-LR020514Client:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
COpl~ll TX 75019
890~ Amb~_~_m_dor Row
Dalla~ Tern 75247-4510
(214} 630-974S
(214) 630-9819 (fax)
CONCI ETE COMPRESSIVE STRENGTH TEST
Report No.: 147712
Project No.: 015729
Date of Service: 04/15/2002
Report Date: 05/14/2002
Proiece
Cr~kview Drive and
Freeport Parkway
Copp~ll, TX
Obtain s~nples of fresh con~T~e at th~ pla~mmt 1o~_ 6ohs, l~'form mClUir~d field testing, ~st coml~ssive slrength samples and bring
samples back to the laboratory for curing and testing in accordance with applicablc standards.
PROJECT DATA
STRENGTH:
SLUMP On):
AIR (%):
TEST METHOD:
CONCRETE SUPPLIER: Lattimorc
PLANT: 7
SPECIFICATION RIIIQUIREMENTS
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 LD.: 42
PLAC~MEPCr OATE: 04/15/2002
WEATHER co~mo~s: Cloudy
TIME SAMPLED: 9:50am BATCH TIM~: NA
TE~ER~TUP. E(P)-Am 78 r CON~TE: 89 r
T~UC~ ~O: 1~2 ~V ~O: 711~4~6
~ CO~ (%}: 4.0 ~ ~!~ ~: NA
O~L P~ L~ATION:
SAMPLE LOCATION: 20' north x 5' west of southeast
REPORTOF TESTS
Conc,-c;e Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER bi~ASURED MAXIMUM COMI~ESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. 0neh~) TESTED (d~y~) One fora) (pal) TYPE
I 1 4.5 04/18/2002 3 93170 3290 Unbonded Cap
1 2 4.5 04/22/2002 7 112980 4000 Unbonded Cap
I 3 4.5 05/13/2002 28 143950 5090 Unbonded Cap
1 4 4.5 05/13/2002 28 141520 5000 Uubonded Cap
Average 5050
1 5 Hold
LiMiTATiONS: The test results presented herein were prepared besed upon the specific Samples prOV~_'__,~4_ for tos~ We assume no responm'bility for vacation in quality
(compositiou, ap~, performance, crc.) or auy other festm~ of ~milar Stthjest II~ p~ovid~d by i~ or ca)nditioes ova' v/flie.,h ~ havo ~o couUul; Our letters and
rcpom arc for the exclmive mc of the clients to whom they nrc addressed and shall not be ~ entcept in full without the written ~o~al of Ronc En~, Inc.
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Report No.: 147712 Ron®Engin~rs
Project No.: 015729 Client: City of Coppell ili~1
CYLINDER M~ASUI~D MAXIMUM COMPI~SSIVE
MARKED SLUMP DAT~ AGE LOAD 8TIt~NGTH FRACTURE
SET NO. (inch.) TESTED (days) Obs. force) (psi) TYPE
Water added at site: 10 gallons
LIMITATIONS: The test results presented herein were i~ based upon the specific samples l~ovlded fi~r tes~ We assume no respomibilhy for variation in quality
(~omposition, appearance, Ixa'fo,'ma-~, etc.) or any othor fcatu~ of similor subject matter pm~4~ by ~ or conditions 0vcr which we have no ~ontmL Our lct~rs and
reports are for the e~clusive use of the clients to whom they are ,,d,~,~:d and shall not be l~ except .in full without the written aFt~uval of Rono Engincc~, Inc.
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Client:
Project:
Services:
8908 Amhamdor Row
Dallas, Texts 75247-4510
(214) 630-9745
(214) 6309819 (fax)
CONCRETE COMPRESSIVE STRENGTIt TEST
City of CoppeH
Atto: Ms. Susan Taylor - Engineering Dept
PO Box 478
Copp~ll TX 75019
Report No.: 147712
Project No.: 015729
Date of Service: 04/15/2002
Report Date: 05/14/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testingl cast compressive strength samples and bring
samples bock to the laboratory for curing and testing in accordancc with applicable stafl&lrds.
PROJECT DATA
STRENGTH:
SLUMP On):
Am'('/,):
T~ST METHOD:
co--c-rom Infrastructure Services, Inc.
CONCRETE SUPPLIER: Latti]31ore
PLAI~: 7
S~C~nCA~ON ~Qvn~sm~rrs
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
~'LaC~ME~Cr DATE: 04/15/2002
W~ATIt~ CoNomONS: Cloudy
~~D: 12:~m ~TCH~: NA
~~-~ 80 F co~: ~ F
~vcK No: 1125 TIC~T ~O: 7115~8
~CO~(%): 4.5 ~WglG~: ~A
O~~ P~ ~A~ON:
SAMPI~ LOCATION: Please see below
REPORT OF TESTS
Concrete Comp~ssive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. finches) TESTED (d~y0 0b~- forc~) (!~) TYPE
2 I 4.25 04/18/2002 3 90605 3200 Unbonded Cap
2 2 4.25 04/22/2002 7 109625 3880 Unbonded Cap
2 3 4.25 05/13/2002 28 126795 4480 Unbonded Cap
2 4 4.25 05/13/2002 28 125475 ~. ~. ~.0 Unbonded Cap
Average 4460
2 5 Hold
LIMrrATIONS: The te~ results pmsmted ~ w~ v,.vared based upon the ~e~ific ~amp. les im~vid~d fro' ~ We asinine no ~'bility for variation in quality
(composition, appearance, p~rformanc~, ~.) or any othe~ festu~ of simltar subjeot mae~r provided by persons or conditions over whioh we have no oomml. Our lette~ and
~ are for the exclusive use of thc clients to whom they are addressed ~md shall not be reproduced except in fell without the wriRen ~oval of Rono Bnginoe~s, Inc.
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Report No.: 147712 ~~ll:
Project No.: 015729
Client: City of Coppell
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD ~TREN~TH
SET NO. (inches) TESTED (days) (lbs. force) (l~i)
Technic. lan: Anthony Maldonado
Report Distribution:
( I ) City of Coppell
(1)Cityof~
(1) Cit~ of Copl~ll
( 1 ) Infxamuatu~ ~es, Ina.
Started: 8:00am Finished: 4:00pm
(1) City of Cogl~l
(1) Schrick~l, Rollins &Assoc., Inc.
Water added at site: 10 gallons
Sample Location - 50' north x 4' east of southwest corner of paving, turn lane at
Freeport Rone~~
thy Stark '
LIMITATIONS: The test results presented hca'cia were in. pared based upon t~e specific samples Inovided for testing. We assume no responsib~ for variation in quality
(composition, appearance, perfommnoe, e~c.) or any other feature of ~imilnr subject mat~' provided by lXnSOnS or conditions over which we have no conlrol. Our left.s and
re~rts are for the exclusive use of the ~lients to whom they are ~a_a_,'essed nad ~fll not be ~,~t~duced except in foil without ~e written a~p~ovnl ofRone F..n~nt~s, Inc.
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