ST9801-CS00061306/13/00 { 001
TER~-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALES FORT WORTH HOUSTON AUSTIN LONG VIEW LUBBOCK
I f050 Ables Lane, Dallas, Texas 75229 Phone:972~88-8800 Fax: ~72-488-80~
FACSIMILE COVER SHEET
TO: Larry Davis JOB #: DC99-514
COMPANY:
City of Coppell
FAX #:
PHONE #
FROM:'
(972)304-3570
(972)304-3684
Brenda Haney
COMPANY: Term-Mar, Inc.
FAX #: 972-488-8080
PHONE # 972-488-8800
The information contained in this
facsimile must be treated as
CONFIDENTIAL information
intended for the use of the individual
or entity named above. If you have
received this communication in
error, please notify us immediately
by phone,
DATE'
Pages:
13 June 2000
3
(If you do not receive all pages, please notify sender at 972-488-8800)
Larry:
Here ius the revised invoice and the core report, as requested.
Let me know if you have any questions.
Brenda
HARD COPY TO BE MAILED: yes
ITMI USE ONLY I DATE SENT 06/13/00
X
no
IT{ME SENT 1700
l SENT BY BAH
06/13/00
CLIENT:
PROJECT:
REPORT DATE:
TMI REPORT #: DC99-510-046
Placement Date: 3/08/00
Date Drilled: 5/26/00
Date Tested: 5/30/00
Age at Test:
Design Strength (psi): 4000
CORE I,D. CO~E
LENGTH
COP1 8,00
COP2 8,13
COP3 8,38
COP4 8,38
COP5 7.50
COP6 7,88
COP7* 7.88
COP8 8.75
TUE 17:14 FAX 972 488 8080 Tetra-Mar, Inc.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW LUBBOCK
11050 AI31es Lane, Dallas,' Texas 75229 Phone:972-488-S800
CONCRETE CORE COMPRESSION TEST REPORT
City of Coppell
Copp¢ll Road (1520COP03)
6/13/00
REPORT DISTRIBUTION:
Coppcll - Kc~,netb G~LFDB, P,E.
CoFp¢]l - Larry Davis
' PROJECT DATA
Drilled By: Chrls Cook
Moisture Condition at Time of Test:
Nominal Max. Size of Aggregate:
CONCRETE COMPRESSION TEST RESULTS
CONCRETE CORED IN ACCORDANCE WITH ASTM C42, CURED (IF APPLICABLE) PER ASTM C31,
TESTED PER ASTM C39, CAPPED PER A~TM Ceil1
003
CAPPED DIAMETER DIAMETER AVERAGE AREA MAXIMUM UD CORRECTION
LENGTH, L I 2 DIAMETER, D LOAD FACTOR
(In.) (In.) (In.) (,t.) (in~) (Ibs.)
7,50 3,72 I 3.72 3,72 .............10,87I53540 2,02 f 1.00
7,50 3,72 3.72 3.72 .. 10,87 . 40600. ......2,02 ~.00
7.40 3.72 3.72 3,72 10,87 50090 1.99 1.00
7,40 3.72 3.72 3.72 10,87 42130 1.99 1.00
7,40 3,72 3,72 3,72 10.87 611 O0 1,99 1,00
....................I
7.40 3.72 3.72 3.72 ............ _. 30000 1,99 1,00 '
"'7.5p I 3.72{3.721 3.72I 10,87 ]463002,02B 1.00
LOCATI_0_N .0. F DRILLED CORES
CORE I.D. LOCATION
COP1 Westbound, Right Lane at Sta. 51+50
COP2 Westbound. Left Lane at Sta. 504.50
COP3 Westbound. Right Lane at Sta. 494.25
CORRECTED
STRE~IGTH
(psi)
._49_30
COP4 'Westbound, Left Lane at Sta. 48+00
_.
464.50
COP5 Westbound, Right Lane at Sta, ,e~
COP6 Westbound, Left Lane at Sta. 454-00 ~
COP7* Westbound, Right at Sta, 434-50, Cored contained rebar ~'**':'*' ..............
Lane -. f. .....,e~,E,~,!,G,,~,.A,,;,~.i~,~tF,,Y .....~.~ ~:~ b
coP8 Westbound, Left Lane at Sta, 41+00 -- ee?~<~, · 74644 ,~ ,,~-~O,d'~ "'-
Note: This report is for fie exclusive use of the Client addressed- INC, ~'~i'~ ....... ~'~;
This report may not be reproduced except in its entirety, without } TERRA-MAR, _ .NA~ . . ..~.~,~ _
_th_e wdften consent of TMI, Results apply o_.n. ly to above tests,