ST8805-LR 890706SHIFLE'IT, /nc.
~ Construction Materials Engineering Division
July 6, 1989
Coppell Independent School District
1201 Wrangler Drlve
Coppell, Texas 75019
Atfn: Ns. Vonlta White
Superlnfendent
.ROJECT: Parkway BoUlevard &
High School Access Road
LOCAT,ON: Coppel I · Texas
REPO.T.O: 892488--16
REPORT OF TESTS ON CONCRETE BEAMS
SPECIFIED STRENGTH 650 psl e 28 days WEATHER CONDITIONS Clear
CONCRETE SUPPLIER L. H. Lacy AIR TEMPERATURE g-%°F
TRUCK NO. ---- CONCRETE TEMPERATURE 87 °F
TICKET NO ---- CONCRETE UNIT WEIGHT ----
SAMPLED"Y LJ e 10: 45 am A,R CONTEHT 4.6%
DATE Pt.CED 6--24--89 SLUMP 1 --1/2"
LOCAT, O. OFP,-~CEMENT East Bound Parkway Blvd.; Sra. 54+00
BEAM FLEXURAL STRENGTH TESTS
SEAM DATE AGE WIDTH DE~H SPAN LOAD F~XURAL
NO. TESTED DAYS INCHES INCHES INCHES Las STRENGTH, PSI
PWB-4 6-27-89 3 6 6 - 1/16 18 7200 590
F~/B-5 7-01-89 7 6 6 " 6800 565
PWB-6 (7-22-89) 28
~B-7 (7-22-89) 28
TEST METHOD: ASTMC2S3OR C78
REMARKS:
DISTRIBUTION:
1 Above
1 Jerry Parche' Consultlng Engineers
1 Cl~y of Coppell
1 L.H. Lacy Confracfors
BAKER-SHIFLETF, INC.
David R. Frlels· P.E.
Texas 51700
5450 East Loop 820 South P.O. Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411
KER. SHIFLE , In_ _
,v~ion ~-~ '~ ~-~-?~[1111 Engineers
~ L~)1 I~I/ July 6, 1989
Coppell Independent School Dlstrict PROJECT: Parkway Boulevard &
1201 t~rangler Drive High School Access Road
Coppel I, Texas 75019 .OCAT,O,: Coppel I, Texas
A'l"l'n: Ns. Vonl'l'a White REPORT"O: 892488--17
Super I nten den'l'
REPORT OF TESTS ON CONCRETE BEAMS
SPEClFIEDSTRENGTH 650 psi ~ 28 days WEATHER CONDITIONS Clear
CONCRETE SUPPLIER L · H. Lacy AIR TEMPERATURE 90°F
TRUCK NO. ---- CONCRETE TEMPERATURE 90°F
TICKET NO ---- CONCRETE UNIT WEIGHT
SAMPLEOBY LJ ~ 3:45 pm AIRCONTENT
DATE PLACED 6-24-89 SLUMP 1-1/2"
LOCATION OF PLACEMENT North Bound High School Access Rd; S'l'a 17+50
BEAM FLEXURAL STRENGTH TESTS
SEAM DATE AGE WIDTH DEPTH SPAN LOAD FLEXURAL
NO. TESTED DAYS INCHES INCHES INCHES LBS STRENGTH. PSI
IM~/B-8 6-27-89 3 6 6 18 7000 585
PWB-9 7-01-89 7 5 - 15/16 6 " 7200 605
PWB-10 (7-22-89) 28 "
PWB- 11 . 28
TEST METHOD: ASTM C 293 OR C 78
REMARKS:
DISTRIBUTION:
1 Above
1 Jerry Parche~ Consulting Engineers
1 Clfy of Coppell
1 L.H. Lacy Contractors
BAKER-SHIFLETT, INC.
David R. Frlels, P.E.
Texas 51700
5450 East Loop 820 South P.O. Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411
BAKER. SHIFLETT, /nc.
__ ~----~-- Engineers
Coppell Independent School Dls~P-arkway Boulevard &
1201 Wrangler Drive Hlgh School Access Road
Coppel I · Texas 75019 LOCAT,O.: Coppel I · Texas
Ns, Vonlta White
Superintendent
REPORT NO: 892488--18
REPORT OF TESTS ON CONCRETE BEAMS
SPECIFIED STRENGTH 650 ps i e 28 days WEATHER CONDITIONS C I ear
CONCRETE SUPPLIER L.H. Lacy AIR TEMPERATURE 90°F
TRUCK NO, ~ CONCRETE TEMPERATURE 90°F
TICKET NO ---- CONCRETE UNIT WEIGHT ---
SAMPLEDBY LJ e 5: 15 pm A,. CONTENT ---
DATEPL*CED 6-24-89 SLUMP 1--:~/4"
LOCATION OF PLACEMENT Nor'th Bound High School Access Rd; Sta 15+50
BEAM FLEXURAL STRENGTH TESTS
BEAM DATE AGE WIDTH DE~H SPAN LOAD FLEXURAL
NO, TESTED DAYS INCHES INCHES INCHES ~S STRENGTH.~I
PWB-12 6-27-89 3 6 - 1/16 6 18 6600 545
PWB-13 7-01-89 7 6 6 " 6800 565
PWB-14 (7-22-89) 28 "
pt,/b-!5 . 28 "
TEST METHOD: ASTMC293OR C78
REMARKS:
DISTRIBUTION:
1 Above
1 Jerry Parchet Consulting Engineers
1 Gl'h/ of Coppell
1 L.H. Lacy Contractors
BAKER-SHIFLE'FI', INC.
David R. Frlels· P.E.
Texas 51700
5450 East Loop 820 South P,O. Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411
~ Construction Materials Engineering
/nc.
Engineers
July 6, 1989
Coppell Independent School
1201 Wrangler Drive
C~ppell, Texas 75019
At-fn: Ms. Vonl~a Whl+e
Superln~enden~
PROJECT:
LOCATION:
Parkway Boulevard &
High School Access Road
Coppell, Texas
REPORT NO: 892488--19
REPORT OF TESTS ON CONCRETE BEAMS
SPEClFIEDSTRENGTH 650 psi e 28 days
CONCRETE SUPPLIER L.H. Lacy
TRUCK NO.
TICKET NO ----
SAMP'EOaY LJ e 9:05 am
DATE PLACED 6-24-89
LOCATION OF PLACEMENT
WEATHER CONDITIONS
AIR TEMPERATURE
CONCRETE TEMPERATURE
CONCRETE UNIT WEIGHT
AIR CONTENT
Clear
90°F
86DF
SLUMP 1-1/4"
Eas~ Bound Parkway Blvd.; S~a. 57+50
BEAM FLEXURAL STRENGTH TESTS
SEAM DATE AGE WIDTH DEN. SPAN LOAD FLEXURAL
NO. TESTED DAYS INCHES INCHES INCHES LBS STRENGTH. PSI
~rB-1 7-01-89 7 6 - 1/16 5 - 15/16 18 8700 730
~B-2 (7-22-89) 28
~B-3 " 28
REMARKS: 7 day flexural strengths comply wlfh proJect TESTMETHOD: ASTMC2g3ORC~
specifications unless noted otherwise.
BAKER-SHIFLETT, INC.
DISTRIBUTION:
1 Above
1 Jerry Parchet Consulting Engineers
1 Cl*y of Coppell
1 L.H. Lacy Contractors
David R. Frlels, P.E.
Texas 51700
5450 East Loop 820 South P.O, Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411
KER. SHIFLE7-r, /nc.
~~ ,- ,--= ~ ~__.,~ '~Engineers
Coppell Independen-f School Dls-frlc'l' PROJECT= Parkway Boulevard
1201 Wrangler Drlve High School Access Road
Coppel I. Texas 75019 .OCAT, O.: Coppel I, Texas
A'l-'fn: Ns. Von !'fa Wh l'l'e HEPORT NO: 892488--20
Super ! n-fenden'l'
REPORT OF TESTS ON CONCRETE BEAMS
SPECIFIED STRENGTH 650 psi ~ 28 days
CONCRETE SUPPLIER L.H. Lacy
TRUCK NO.
TICKET NO
SAMPLED BY Tr ~ 1:45 pm
DATE PLACED 6-27-89
LOCAT,O. OF PL*CEMENT Parkway B I vd.;
WEATHER CONDITIONS W I ndy/CI oudy
AIR TEMPERATURE 850 F
CONCRETE TEMPERATURE 85 o F
CONCRETE UNIT WEIGHT
AIR CONTENT
SLUMP 1--3/4'
nor-fh s!de Sra. 55+00
BEAM FLEXURAL STRENGTH TESTS
BEAM DATE AGE WIDTH DEPTH SPAN LOAD FLEXURAL
NO, TESTED DAYS INCHES INCHES INCHES LBS STRENGTH. PS1
PWB-16 7-04-89 7 6 6 18 7200 600
I:'WB-17 (7-25-89) 28
F'WB- 1 8 " 28
TEST METHOD: ASTM C 293 OR C 78
REMARKS:
DISTRIBUTION:
1 Above
1 Jerry Parche~ Consul-I'lng Eng!neers
1 Ci'l-y of Coppell
1 L.H. Lacy Con'l'rac'fors
BAKER-SHIFLETT, INC.
David R. Frlels, P.E.
Texas 51700
5450 East Loop 820 South P.O. Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411
_____ KER. SHIFLET'I', /nc.
~ Construction Materials Engineering Division~ ,,
Coppell Independent School Dlstrl~=H~ .... PROJECT:
1201 Wrangler Drive
Coppel I · Texas 75019 ,OCAT,ON:
Engineers
July 6, 1989
Parkway Boulevard &
High School Access Road
Coppell, Texas
At"fn: Ns. Vonlta Whlte ,EPORTNO: 892488--21
Superintendent
REPORT OF TESTS ON CONCRETE BEAMS
SPECIFIED STRENGTH 650 ps I e 28 days WEATHER CONDITIONS W I ndy/CI oudy
CO,CRETESUPPUE" L.H. Lacy AIR TEMPERATURE 85°F
TRUCK NO. 35th I oad CONCRETE TEMPERATURE 85°F
TICKET NO ---- CONCRETE UNIT WEIGHT m~
SAMPLED BY 'T'r ~ 3:00 pm A,R CONTENT ---
DATEPLACED 6--27--89 SLUMP 2--1/4"
LOCATION OF PLACEMENT Parkway Blvd.; north side Sta. 65+00
BEAM FLEXURAL STRENGTH TESTS
BEAM DATE AGE WIDTH DEPTH SPAN LOAD FLEXURAL
NO. TESTED DAYS INCHES INCHES INCHES LBS STRENGTH, PSi
PWB-lg 7-04-8g 7 5 - 15/16 6 18 7400 625
PWB-20 (7-25-89) 28
F~B-21 " 28
TEST METHOD: ASTM C 293 OR C 78
REMARKS:
BAKER-SHIFLETT. INC.
1 Jerry Parchet Consulting Engineers
1 City of Coppell David R. Frlels, P.E.
1 L.H. Lacy Contractors Texas 51700
5450 East Loop 820 South P.O. Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411