ST0001-LR000929FRt_-- Ea 1 EMMMIMEEFRInEa
GEOTECHNICAL AND G R O L.1 P
ENVIRONMENTAL CONSULTANTS
CONCRETE BEAM TEST REPORT
Creekview Drive Extension
Creekview Drive
Coppell, Texas
REPORTED TO: Duke -Weeks Realty Corporation REPORT NO. 10
5495 Beltline Road, Suite 360 REG PROJECT NO: 7163
Dallas, Texas 75240 SAMPLE DATE: 09 -29 -00
ATTN: Mr. Jeff Langston TECHNICIAN: H. Johnson
Location of Sample
Set Number Location
1 South bound Lane: STA 2 +50 to 3 +75
2 South bound Lane: STA 4 +00 to 4 +50
3 South bound Lane: STA 5 +25 to 6 +75
Design Information
Uncorrected
Modulus
Source of
Strength (psi) I
Set Number
Concrete
Mix Identification
1
Lattimore
42
Test Results
6.06
780
Set Beam
Date
Age @
No. ID
Tested
;Average
Test dth (in) TD
1 0218
10 -06 -00
7 6.06
0218
10 -27 -00
28 6.06
0218
10 -27 -00
28 6.06
2 0219
10 -06 -00
7 6.00
0219
10 -27 -00
28 6.19
0219
10 -27 -00
28 6.12
3 0220
10 -06 -00
7 6.00
0220
10 -27 -00
28 6.19
0220
10 -27 -00
28 6.19
Beam Data
Set Beam
Concrete
No. ID
Slump
Air Temp. Temp.
1 0218
2.00
9:25AM 74
2 0219
2.00
11:25AM 74
3 022
2.00
12:50PM 78
Mail
Distribution: (1)
Duke -Weeks Realty Corporation/
Mr. Jeff Langston
(1)
City of Coppell /Mr. Larry Davis
(1)
Pacheco Koch,
Inc. /Mr. Jack Evans
Quantity Represented
50/400
.,.,400
280/400
Specified Strength p.s.i.
650 -Flex
Average
Uncorrected
Modulus
epth (in)
Strength (psi) I
of Rupture (�
6.19
650
610
6.06
760
735
6.06
780
755
6.19
690
650
6.19
840
775
6.12
820
765
6.19
600
560
6.19
795
725
6.19
825
750
Air I
Time of
Ticket
Entrainment I
Sample
Number
81
54
3113650
80
5.6
3113668
84
5.6
3113637
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KEA/je
2424 STUTZ DR. • SUITE 400 . DALLAS, TX 75235 • TEL [2141 350 5600 • FAX [214] 350 0019
Fit =E r3 EnGIr7EEFRIn[a
GEOTECHNICAL AND G F:R 1- U F°
ENVIRONMENTAL CONSULTANTS
CNCRETE BEAM TEST REP
Creekview Drive Extension
Creekvie Drive
oppell, Texas
REPORTED TO: Duke -Weeks Realty Corporation
5495 Beltline Road, Suite 360 REPORT NO. 10
REG PROJECT NO: 7163
Dallas, Texas 75240 SAMPLE DATE: 09 -29 -00
ATTN: Mr. Jeff Langston TECHNICIAN: H. Johnson
Location of Sample
Set Number I Location
1 South bound Lane. STA 2 +50 to 3 +75 Quantlt
2 South bound Lane: STA 4 +00 to 4 +50 50/400
3 South bound Lane: STA 5 +25 to 6 +75 190/400
280/400
Design Information
Test Results
Set
Beam
No.
ID
1
0218
6.00
0218
No.
0218
2
0219
Air Temp.
0219
1
0219
3
0220
3
0220
Mail
0220
Date
Tested
10 -06 -00
10 -27 -00
10 -27 -00
10 -06 -00
10 -27 -00
10 -27 -00
10 -06 -00
10 -27 -00
10 -27 -00
Age @
Test
7
28
28
7
28
28
7
28
28
Average
Average
Width (in)
Depth (in
6.06
6.19
6.00
6.19
Uncorrected
Strength (psi
650
:•N
6.00 6.19 600
Beam Data
Time of
Set
Entrainment
Beam
Number
81
Concrete
No.
80
ID
Slump
Air Temp.
Temp
1
0218 2.00 9:25AM 74
2
0219 2.00 11:25AM 74
3
0220 2.00 12:50PM 78
Mail
Distribution:
(1) Duke -Weeks Realty Corporation/
Mr. Jeff Langston
(1) City of Coppell /Mr. Larry Davis
(1) Pacheco Koch, Inc. /Mr. Jack Evans
Modulus
of Rupture (I
610
650
560
Air
Time of
Ticket
Entrainment
Sample
Number
81
5.6
3113650
80
5.6
3113668
84
5.6
3113637
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KEA/je
2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . TEL [2141 350 5600 • FAX [2141 350 0019