ST8805-LR 890727- BAKER- SHIFLETT, Inc.
Engineers
- Construction Materials Engineering Division
July 27, 1989
Coppell Independent School District PROJECT: Parkway Boulevard $
1201 Wrangler Drive High School Access Road
Coppell, Texas 75019 LOCATION: Coppell, Texas
Attn: Ms. Yon i to White REPORT NO: 892488 -31
Superintendent
REPORT OF TESTS ON CONCRETE BEAMS
SPECIFIED STRENGTH
650 psi @ 28 days
WEATHER CONDITIONS
Cloudy/Windy
CONCRETE SUPPLIER
L. H. Lacy
AIR TEMPERATURE
78OF
TRUCK NO.
20th load
CONCRETE TEMPERATURE
85 °F
TICKET NO
--
CONCRETE UNIT WEIGHT
--
SAMPLED BY
TT @ 5:25 pm
AIR CONTENT
--
1 3/4"
DATE PLACED
6 -29 -89
High School Access
SLUMP
Road; west side
Sta. 19+00
LOCATION OF PLACEMENT
"
28
5 - 15/16
BEAM FLEXURAL STRENGTH TESTS
BEAM
NO.
DATE
TESTED
AGE
DAYS
WIDTH
INCHES
DEPTH
INCHES
SPAN
INCHES
LOAD
LOS
FLEXURAL
STRENGTH, PSI
PWB -25
7 -06 -89
7
5 - 15/16
5 - 15/16
18
8600
740
PWB -26
7 -27 -89
28
6
6
18
8600
715
PWB -27
"
28
5 - 15/16
6
18
8800
740
REMARKS: (1) 28 day flexural strengths comply with project TESTMETHOD: ASTMC293ORC78
specifications unless noted otherwise. (2) Tests
were performed in accordance with ASTM Procedure C78.
BAKER- SHIFLETT, INC.
DISTRIBUTION:
1 Above
1 Jerry Parche' Consulting Engineers 00
1 City of Coppell David R. Friels, P.E.
1 L.H. Lacy Contractors Texas 51700
DEC 96007.2 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED. AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY IMDICATVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES,
THIS REPORT SHALL NOT SE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF SAXER.SHIFI.M. INC.
5450 East Loop 820 South P.O. Box 1 5822 Fort Worth. Texas 76119 (817)478 -8254 Metro 572 -3411
e"'
1
= BAKER-SHIFLE7T, Inc.
Engineers
- Construction Materials Engineering Division
July 27, 1989
Coppell Independent School District PROJECT: Parkway Boulevard &
1201 Wrangler Drive High School Access Road
Coppell, Texas 75019 LOCATION: Coppell Texas
Attn: Ms. Von I to White REPORT N o: 892488 -30
Superintendent
REPORT OF TESTS ON CONCRETE BEAMS
SPECIFIED STRENGTH
650 psi G 28 days
WEATHER CONDITIONS
Pt i y C I dy /Windy
CONCRETE SUPPLIER
L. H . Lacy
AIR TEMPERATURE
86 °F
TRUCK NO.
8th load
CONCRETE TEMPERATURE
87 G F
TICKET NO
- -
CONCRETE UNIT WEIGHT
--
SAMPLED BY
p
TT C 3: pm
AIR CONTENT
--
DATE PLACED
6 - 29 - 89
SLUMP
3
LOCATION OF PLACEMENT
Parkway Blvd.;
west end Sta. 54 +00
5 - 15/16
BEAM FLEXURAL STRENGTH TESTS
BEAM
NO.
DATE
TESTED
AGE
DAYS
WIDTH
INCHES
DEPTH
INCHES
SPAN
INCHES
LOAD
LBS
FLEXURAL
STRENGTH, PSI
PWB -22
7 -06 -89
7
6
6
18
6200
515
PWB -23
7 -27 -89
28
6
6 - 1/16
18
6600
540*
PWB -24
"
28
5 - 15/16
6
18
7400
625*
REMARKS: (1) 28 day flexural strengths comply with project TEST METHOD: ASTM C 293 OR C 7B
specifications unless noted otherwise. * This beam
does not comply with project specifications. (2) Tests
were performed in accordance with ASTM Procedure C78OAKER SHIFLETT,INC.
DISTRIBUTION: -X
1 Above
1 Jerry Parche' Consulting Engineers oa�c
1 City of Coppell David R. Friels, P.E.
1 L.H. Lacy Contractors Texas 51700
EEC 9W7.2 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO MOM THEY ARE ADDRESSED, AND AMY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE DUAL" OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SMALL NOT EE REPRODUCED EXCE" IN FULL WITHOUT THE APPIIOVAL OF MAKER SHIFLETT. WC.
5450 East Loop 820 South P 0 Box 15822 Fort Worth, Texas 76119 (817)478 -8254 Metro 572 -3411
AO^
BAKER- SHIFLETT, Inc.
Engineers
Construction Materials Engineering Division
July 27, 1989
Coppeli Independent School District PROJECT: Parkway Boulevard 8
1201 Wrangler Drive High School Access Road
Coppel I , Texas 75019 LOCATION: Copp I , Texas
Attn: Ms. Von i to White REPORT NO: 892488-29
Superintendent
REPORT OF TESTS ON CONCRETE BEAMS
SPECIFIED STRENGTH
650 psi @ 28 days
WEATHER CONDITIONS
Windy/Cloudy
CONCRETE SUPPLIER
L. H. Lacy
AIR TEMPERATURE
85
TRUCK NO.
35th load
CONCRETE TEMPERATURE
85 °F
TICKET NO
- -
CONCRETE UNIT WEIGHT
--
SAMPLED BY
TT @ 3:00 pm
AIR CONTENT
6
DATE PLACED
6 - 27 - 89
SLUMP
2-1/4"
LOCATION OF PLACEMENT
Parkway Blvd.;
north side Sta. 65 +00
BEAM FLEXURAL STRENGTH TESTS
BEAM
NO.
DATE
TESTED
AGE
DAYS
WIDTH
INCHES
DEPTH
INCHES
SPAN
INCHES
LOAD
LOS
FLEXURAL
STRENGTH, PSI
PWB -19
7 -04 -89
7
5 - 15/16
6
18
7400
625
PWB -20
7 -25 -89
28
6
6
18
8400
700
PWB -21
"
28
5 - 15/16
5 - 15/16
18
7600
655
REMARKS: (1) 28 day flexural strengths comply With project TEST METHOD: ASTM C 293 OR C 79
specifications unless noted otherwise. (2) Tests
were performed in accordance with ASTM Procedure C78.
BAKER- SHIFLETT, INC.
DISTRIBUTION:
1 Above
1 Jerry Parche' Consulting Engineers
1 City of Coppell David R. Friels, P.E.
1 L.H. Lacy Contractors Texas 51700
ESC 04007.2 OUR LETTERS AND REPORTS ME FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED. AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT SE RE►ROOUCEO EXCEPT IN FULL WITHOUT THE APPROVAL Of SAKER.SHIFLETT. INC.
5450 East Loop 820 South P.O. Box 15822 Fort Worth, Texas 76119 (817)478 -8254 Metro 572 -3411
1 �
BAKER- SHIFLETT, Inc.
Construction Materials Engineering Division j
C O R R E C T E D C 0 P Y
(Destroy all previous copies of this
�1 ��gineers
8� �
4 U i 27, 1989
Coppell Independent School District PROJECT: Parkway Boulevard $
1201 Wrangler Drive High School Access Road
Coppell, Texas 75019 LOCATION: Coppell, Texas
Attn: Ms. Von l to White REPORT NO: 892488
Superintendent
REPORT OF TESTS ON CONCRETE BEAMS
SPECIFIED STRENGTH
650 psi @ 28 days
WEATHER CONDITIONS
Windy/Cloudy
CONCRETE SUPPLIER
L. H. Lacy
AIR TEMPERATURE
85
TRUCK NO.
Z L
35th load
CONCRETE TEMPERATURE
85 °F
TICKET NO
--
CONCRETE UNIT WEIGHT
--
SAMPLED BY
TT @ 3: pm
AIR CONTENT
--
DATE PLACED
6 - 27 - 89
SLUMP
2-1/411
LOCATION OF PLACEMENT
Parkway Blvd
north side Sta. 60 +00
BEAM FLEXURAL STRENGTH TESTS
BEAM
NO.
DATE
TESTED
AGE
DAYS
WIDTH
INCHES
DEPTH
INCHES
SPAN
INCHES
LOAD
LOS
FLEXURAL
STRENGTH, PSI
PWB -19
7 -04 -89
7
5 - 15/16
6
18
7400
625
PWB -20
7 -25 -89
28
6
6
18
8400
700
PWB -21
"
28
5 - 15/16
5 - 15/16
18
7600
655
REMARKS: (1 ) 28 day flexural strengths comply with project TESTMETHOD: ASTMC2930RC78
specifications unless noted otherwise. (2) Tests
were performed in accordance with ASTM Procedure C78.
BAKER- SHIFLETT, INC.
DISTRIBUTION:
1 Above
1 Jerry Parche' Consulting Engineers
1 City of Coppell David R. Friels, P.E.
1 L.H. Lacy Contractors Texas 51700
EEC SM7.2 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO TRLOM THEY ARE ADDRESSED. AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE HOT NECESSARILY INDMATME OF THE OUAL"Y OF APPARENTLY IDENTICAL OR SN,RAR SAMPLES.
THIS REPORT $HALL NOT SE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF $ASER- SHIFLETT, INC.
5450 East Loop 820 South P.O. Box 15822 Fort Worth, Texas 76119 (817)478 -8254 Metro 572 -3411
= BAKER-SHIFLETT, Inc.
Engineers
Construction Materials Engineering Division
July 27, 1989
Coppel I Independent School District PROJECT: Parkway Boulevard 8
1201 Wrangler Drive High School Access Road
soil Z 1 f ` ppe I I , Texas 75019 LOCATION: Coppe 11, Texas
Q ttn: Ms. Von i to White REPORT NO: 892488 -28
Superintendent
REPORT OF TESTS ON CONCRETE BEAMS G
SPECIFIED STRENGTH 650 psi 28 days WEATHER CONDITIONS Windy/Cloudy
CONCRETE SUPPLIER L. H. Lacy AIR TEMPERATURE 85 °F
TRUCK NO. -- CONCRETE TEMPERATURE 85 °F
TICKET NO - - p CONCRETE UNIT WEIGHT --
SAMPLED BY TT C 1 1:45
t : 45 pm AIR CONTENT
DATE PLACED 6 - 27 -89 SLUMP 1-3/4"
LOCATION OF PLACEMENT Parkway Blvd.; north side Sta. 55 +00
BEAM FLEXURAL STRENGTH TESTS
BEAM
NO.
DATE
TESTED
AGE
DAYS
WIDTH
INCHES
DEPTH
INCHES
SPAN
INCHES
LOAD
LOS
FLEXURAL
STRENGTH. PSI
PWB -16
7 -04 -89
7
6
6
18
7200
600
PWB -17
7 -25 -89
28
5 - 15/16
6
18
7800
655
PWB -18
"
28
5 - 15/16
6
18
7800
655
REMARKS: (1) 28 day flexural strengths comply with project TESTMETHOD: ASTMC293ORC78
specifications unless noted otherwise. (2) Tests
were performed in accordance with ASTM Procedure C78.
BAKER- SHIFLETT, INC.
DISTRIBUTION:
1 Above C ; 1
1 Jerry Parche' Consulting Engineers
1 City of Coppell David R. Friels, P.E.
1 L.H. Lacy Contractors Texas 51700
DEC 86007.2 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENTTO "ON WET ARE ADDRESSED. AND APPLY ONLY TO THE SAMPLESTESTED.
TEST RESULTS ARE NOT NECESSARILY INDM:ATRIE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SMALL NOT EE REPROOVCED EXCEPT W FULL WITNOUT THE APPROVAL OF SAXER-SNIFUM. WC.
5450 East Loop 820 South P.O. Box 15822 Fort Worth, Texas 76119 (817)478 -8254 Metro 572 -3411