ST9801-CS000525UniteuRentals
Rentals · Sales · Service
1201 South Main
Keller, TX 76248
(81 7) 431-9419 · (817) 379-4090 Metro
OPEN 7 DAYS A WEEK Fax: 817-431-9151
Other Metroplex Locations:
Ft. Worth, PIano & Irving
05/24/00 ~ 001
WEI~ 13:55 FAX 972 4~..8080 Terra-Mar, Inc. ~
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW LUBBOCK
1.0.50 AI31es Lane,_.Dallas, Texas 75..229 Phone:97.2-488-8800 Fax: 972-488-8080
FACSIMILE COVER SHEET
TO; Larry Davis
COMPANY:
City of Copl~..
FAX#:
PHONE #
(972)304-3570
(972)304-3684
FROM'
Brenda Haney
COMPANY: Term-Mar, Inc.
FAX #: 972-488-8080
PHONE # 972-488-8800
JOB #:
DC99-514
' The informaffiill 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:
24 May 2000
7
(If you do not receive all pages, please notify sender at 972-488-8800)
Larry:
Hem are 7-day break results for all paving inspections from
last weal<. Let me know if you have any questions.
Brenda
HARD COPY TO B~I~AILED: yes
ITMI USE ONLY . )DATE SENT 05/24/00"
X
ITIME SENT 1350
ISENT BY BAH
05,/24/00
WED
13:56
FAX
972 488 8080 Tetra-Mar, Inc-
~ King Arffiur Ddve
[Mea. Te_.y~__e ~$247-3610
Phone z1,u~1-4~2 Fax 214~31-43~0
~002
. CONCRETE COMPRES,.~ION TEST RLRR3RT'
Report No.:
Location:
39 Job No.: 1520COP03
South Coppell Road at West side of Road
Contractor: Ed Bell Construction
Rappaled To: City of Coppall - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cytinder Size: Area - 28,27' SO, IN,
Date Cast:
Specification;
Quantity Represented:
Sampled By:
By Order Of:
Field Number:.
Test Date:
Maximum Load. LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
05/12/00
4000 psi ~} 28 days
10 of 50
C. Newton
Temperature: Ambient
Time of Sample:
SOurca of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water.
Cement:
Fly Ash:
Admixture(s):
Distribution: ,
79 o F Mix
10:15 AM
City of Coppall - Larry Davis
CP051201 CP051202 CPO51203 CP051204
05tl 9/00 06109/00 06109100 HOLD
109270
7 28 28 HOLD
3860
Unit Weight
88 ° F Air Content 3.5 % Slump 3.5
Pick-Up Charge: Yes
NIA Ticket No.: 507963
PCF
Yield CFICY
Inches
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LEi'FERS AN0 REPORTS ARE FOR 'tHE EXCLUSIVE USE OF THE CL1ENT TO WHOM THI;Y ARE AC~RE$SED AN0 APPLY ONLY TO THE 8AMR. ES TESTEO,
TE,~T RFe~ULTS ARE NOT NECESSARILY INDICATIVE OF `tHE QUALITY OF AF~ARENTLY IDENTICAL OR ~IMII,AR ,~UAPLES,
'till8 REPORT SHALL NOT BE REPROOUCED EXCEPT IN FULL WITHOUT THE APPROVAL OIe S'tANYECH.
05/24/00
WED 13:56
FAX
972
488 8080 Tetra-Mar, Inc.
9200 KIng Arthur Drive
Oallal, Texl~ 75247o3610
Phone 214/63143/2 FIx Z14/631,4,380
003
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
40 Job No.: 1520COP03
North Coppall Road at East side of Road
Contractor: Ed Bell Construction
Reported To: City of Coppall - Kenneth Gdffin, P.E.
(6 x 12 InCh) Nominal Cylinder Size: Area - 28.21 SO. IN.
Date Cast:
Speci~c. etion:
Quantity Represented:
Sampled By:
By Order Of:
Field Number:
Test Date:
Maximum Load. LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSi:
Type Break: Conical (U.N.O.)
Remarks:
CP051501 CP051252 CP051503
05122/00 06/12100 06/12/00
110080
7 28 28
3890
05/15/00
4000 psi ~) 28 days
30 of 400
C. Newton
CP051504
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
74 ; F Mix 81 o F Air Content 2.5 % Slump
9:00 AM Pick*Up Charge: Yes
Ed Bell N/A Ticket NO,: 112045
Unit Weig ht PCF
2,0 Inches
Yield CFICY
Ci~ of C<~ppell - LarW Davis " ' ' '"
Page_ i of~,~
Test Methods: ASTM C 31, C 3;, C 113, C 192, C 231 end C 1064
OUR I,~TT'EFt8 AND ~RTS ARE FOR tHE ~LUS~ USE OF THE ~1Effi TO WHOM TH~ ~ AD~ AND ~LY ONLY TO ~ST RESULTS ARE NOT N~CES~ILY iNDI~T~ OF ~E QU~I~ OF ~F~Y IDE~C~ ~ ~1~
~lS REffi~ HLL NOT BE R~ROOU~ BCER N ~ WI~O~ THE ~ROVAL OF ~A~H,
05/24/00
WED
13:56
FAX 972
488 8080 Terra-Mar, Inc-
9200 Klng Arthur Drive
Oallae,erexas 75247-3610
Ptmne 214/681-4372 FIx Z14/831~_'uJ0
004
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
41 Job No.: 1520COP03
North Coppall Road at East side of Road
Contractor; Ed Bell Construction
Reported To: City of Coppall - Kenneth Griffin, P.E.
(~ x 12 InCh) Nominal Cylinder Size: Area - 28.27 SO. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
05/15/00
4000 psi@28 days
80 of 400
C. Newton
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSI:
Type Break: ConicsJ (U.N.O.)
Remarks:
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:.
Cement:
Fly Ash:
Admixture(s):
Distribution:
CP051505 CPOS1206 CP051507 CP051508
05122/00 06/12/00 06/12/00 HOLD
145190
7 28 28 HOLD
5140 I
12:20
Ed Bell
o F Mlx
PM
80 ~ F
Unit Weight
Air Content 3.2 % Slump
Pick-Up Charge: Yes
NIA Ticket No.: 112043
PCF
3.5 Inches
YIeld
CFICY
CIty of Coppell'- Larry Davis
Page
Test Methods: ASTM C 31, C 39, C 173, G 192, C231 and C 1064
OUR LETTERS AND R~lmo lrr$ ~ FOR THE EXCLU.qlVE. U-q,F OF THE CLIENT TO WHOM THEY ARE AODRF.$SED ANO APPt. Y ONI. Y TO THE SAMPLES TESTED.
T;$T RESULT6 ARE NOT NECESSARILY INOICATIVE OF THE QUALITY OF AIN*ARENTLY IDENTICAL OR SIMILAR 8AMPLEe.
*rH~ REIbORY SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF $TANTEGN.
05/24/00
WED
13:56
FAX 972 488 8080 Tetra-Mar, Inc.
9200 KIng Arthur Drive
Dillas, 'rexis 75247,3810
Phone 214A$31,4372 FIx 214/6314380
~005
CONCRETE COMPRESSION TEST REPORT
Report No.: 42 Job No.; 1520COP03
Location: North Coppall Road at West side of Road
Contractor: Ed Bell Construction
Reported To: City of Coppall - Kenneth GraftS, P.E.
(6 x 12 Inch) Nominal Cylinder $i;ce: Area - 28.27 SO. IN.
Field Number: CP051601
Test Date: 05/23/00
Maximum Load, LBS: 92690
Age When Tested, Days: 7
Compressave Strength, PSh 3280
Average Strength, PSh
Type Break: Conical (U.N.O,)
Remarks:
13 o F
07:30 AM
Ed Bell
Mix 88 o F
Unit Weight
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
Date Cast:
,~oeci~catlon:
Quantity Represented:
Sampled By:
By Order Of:
05/16/00
4000 psi (~ 28 days
20 of 600
C. Newton
CP051602 CP051603 CP051604
06/13/00 06/13~00 HOLD
28 28 HOLD
Air Content 3.5 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 31994
PCF
3.75 inches
Yield
CF/CY
City of Coppall - Larry Davis
Ine Page 1 of ~
Test Methods: ASTM C 31, C 39, C 173, C 192. C 231 and C 1064
OUR LETTERS AND REPORTS ARE FOR THE EXC4,U~IVE USE OF THE CLIENT TO WHOM THEY ARE/430RES~ED AND APPLY ONLY YO THE SAMPLES TESTED.
TEST RESULI'eJ ARE NOT NEG'~ARILY IN01GATIVE OF THE QUALrrY 01e APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT TME APPROVAL OI· 8'I'ANTE(3H.
m "T
05/24/00
WED
13:57
FAX' 972
488 8080 Terra-Mar, Inc.
9200 King Afthut Drive
Dallas, Texas 75247-3610
Phoee214/631-4372 FIXZ14/e31,,L__N}0
~006
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
43 Job No.: 1520COP03
North Coppell Road at West side of Road
Contractor; Ed Bell Construction
Reported To: City of Coppall - Kenneth Griffin, P-E.
(6 x 12'1~¢h) Nominal Cylinder Size: Area - ?-j.')l SO. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compresslye Strength, PSI:
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
05/16/00
4000 psi @ 28 days
160 of 600
C. Newton
CP051605 CP051606 CP051607 CP051608
05/23/00 06113/00 06/13/00 HOLD
101850
7 28 28 HOLD
3600
Temperature: Ambient 75 · F Mix 87 o F Air Content 4.4 % Slump
3~5
Inches
Time of Sample: 11:15 AM Pick-Up Charge: Yes
Source of Concrete: Ed Bell N/A Ticket No.: 31998
FIne AgGregate: Unit Weight PCF
Coarse Aggregate:
Water:. Yield CFICY
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
SIgned Page 1 of/~ ....
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETTERS AN0 REI~RT5 ARE FOR THE EXGUJ$1V~ USE OF THE GUENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY 'tO 'rile SAMPLE8 TE3'TED.
TEST RESUL'T8 AFIP_ HOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IOEFtI'ICAL OR SIMILAR SAMPLF~S.
'i'HIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULl, WITHOUT THE APPROVAL OF 5TANTIECH.
05/24/00
WED
13:57
FAX
972 488 8080 Tetra-Mar, Inc.
9200 King Arlhur (:)rive
Dallas, Texas ?5247-3610-
latl~ne214/631-4~12 FIx21,1/8314,380
~007
Report No.:
Location:
CONCRETE COMPRESSION TEST REPORT
44 Job No.: 1520COP03
North Coppell Road at West side of Road
Contractor: Ed Bail Construction
Reported To: City of Coppall - Kenneth Griffin, P.E,
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
Field Number: CP051609
Test Date: 05123/00
Maximum Load, LBS: 101,510
Age When Tested, Days: 7
Compressive Strength, PSI: 3590
Average Strength. PSI:
Type Break: Conical (U.N,O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
05/16/00
4000 psi (~ 28 days
430 of 600
C. Newton
CP051610 CP051611 CP051612
06/13/00 08/13/00 HOLD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse A0gregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
28 28 HOLD
76 o F Mix 85 o F Air Content 4.7 %
03:20 PM Pick-Up Charge: Yes
Ed Bell N/A Ticket No,:
Unit Weight PCF
Yield CF/CY
City of Coppell - Larry Davis
Slump
33104
3.75 Inches
Page ' 1 ~L/)
Te~t Methods: ASTM C 31, C 39, C 173. C 192. C 231 arid C 1064
OURLE ERSAND REPOFTTS ARE OR THE EXCLUSNE USE OF THE CLIENT TOWHO;ITNEYAI~Ii;AD~EOANDAPPI. YONLY TO THE SAMP
TT 'r~$Y RESULTS ~ NOT NOSILY INDICATIVE OF THE QUALITY Ole AIReAIIEN'TI,Y IDENTICAL OR SIMILAR ~AMPL,Fr,6, t.~
THIS REPORT SHALL NOT BE REPRODUCED/.XCilz1' IN FULL WITHOUT THE APPROVAL OF 8TANTECH