Riverside Church-LR020522TRINITY ENGINE[RING/KLEINFELDER Repo~ No.: 20
2211 Century Center Blvd,
~' "~,~ "" "~ ' ~'~"" Suite 101
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT AST-~! C39
Report Date: ,5/22/02
Repor~ To: Greg McGahey
Riverside Church of Ci~rist
150 E, Beltline Road
Last Reissued on:
Project No,:
Project:
Coppell. Texas
Phase; N/A
Coppell, TX 75019 Permit No.:
Mix Data Reported to Kleinfelder
Supplier: Wise Ready Mix Concrete, Inc. Cement Type:
Cement Factor {sldCy):
Mix No.: 5,,35 Max. Size Agg.(in,):
Design Strength: 4000 pal ~ 28 days Admixtures:
Sample Data Observed by Kieinfelder
Data Sampled: 4/24/02 Data Received: 4/26/02
Source of Sample: Paving - behind church Slump(in.):
Slump w/plasticizer(in.):
Contractor: Air Temperature
Truck~Tickat: 54/76834 Mix Temperature
Sampled By: P. Harrell Air Content (%):
Submitted By: P Harrell Unit Weight (pcf):
Curing Method: Cure Root0 Batch Size (c¥):
Specimen Prep: Unbonded Weather; Water Added (gal.)
Field Cure Tamp (°F) Hi: Lo: Wind (MPH) Time IBatched:
Field Cure Time: 24±4 hrs. Rh (%): Time Sampled:
, , i LabOratory Data '? i ~':" ,
Sample
Number
201282
201282
201282
201282
10645 Ref. No.: 402492
Measured Specified
5.5
Date Age Dimensions I: Area Ultimate Load
Tested (days) Diam. Hr. Lan. I {In') (Ib~.)
A 5/1/02 7 6 X ~2 x [; 28,27 : 87970
B 5/1/02 7 6 "x 12 X 28.27[ 86370
i'
C, 5)22/02 I ~ x '12 x 28.27 108580
5,22,02 28 _! x12 x j 111680
: 28 day strength failed to maef design specifications. ', Average 28 Day Strength {psi):
Riverside Church of Christ
74
78
3.0
Time in Truck:
Compressive Require~
Strength (psi) Strength (p~i,~
3110
3050
3840 4000
3950 4000
Ail fractures were conical in nature unless noted otherwise.
Remarks:
CC:
David Turner K.B. AlexanCer - fax
Larq/Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob ~andy V. Aubrey Helium Architects
John Miilett, P.E. Millet[ Engineering Group
Reviewed on 6122,'02 by:
Wm. Duane Harrell,
Senior Consultant
Unless prior arrangements have been made, all HOLD specimens will be discarded if required Strength ts attained,
80/7~0 39~/cJ SV-I-IMG-~IgN3 AIINI;~Z E880028~:L6 l'P :£T ~:007~,/87~/'§0
Repor~ No.: 25
TRINITY ENCINEERINC~/KLFINFELD~:R 2211 Century Center Diva,
~'~ ~""'~'"~'""' ........... '""~' Suite 101
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM CI09
Report Date: 5/22/02
Flepo~t TO: Greg McGahey
Riverside Church of Christ
150 E Beltl[ne Road
Coppell, TX 75019
Supplier: OR-site Batch
Mix No.; n/a
Design Strength; 1800 psi
28 days
Date Sampled:
Source of Sample:
4/17/02 Date Received:
Building - South 4' PiT - 100' from Southeast corner
Contractor;
Truck/Ticket:
Sampled By: O. Lewis
Submitted By: C, Lewis
Curing Method: Cure Room
Specimen Prep: Unbonded Weather:
Field Cure Temp (°F) Hr: LO; Wind (MPH)
Field Cure Time: 24;[4 hrs. Rh (%):
Mix Data
Sample Data
Laboratory Data
Average 28
Project No.:
Project; Riverside Church1 of Christ
Coppel[, Texas
Phaee: N/A
Permit NO.:
Reported to Kleinfelder
Cement Type:
Cement Factor
Max. Size Agg.(In.):
Admixtures:
Observed by Kleinfelder
slump[in.):
Slump w/plasticizer(in.}:
Air Temperature (°F):
Mix Temperature
Air Content (%1:
Unit Weight (pct"):
Batch Size (cy):
Water Added (gal,)
Time Berthed:
Time Sampled:
Day Strength (psi);
10645 aef. No.:402365
Measured Specified
82
82
Time in Truck:
2530
Ail fractures were conical in nature unless noted otherwise.
Remarks:
CC:
David Turner K.B. Alexander - fax
Larry Davis Ci~ of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V, Aubrey Hailum Architects
John Miilett, P,E. Millett Engineering Group
Reviewed On 512210Z by:
Wm. Duane Harrell, P.E.
Senior Consultant
Unless prior srrangements have been made, all HOLD specimens will be discarded if required slrenglh is attained.
80/t, 0 39~d S~¢-1-1~'(]-~t9N3 AIINI~I± EO800Z, 8EL6 [t~ :El ;5.008/8~/~O
Report No.: 25
TRINITY ENGINEEItlNG/KLEINFELDER 2211 Century Center Bird,
'~',,,,,~ ~, ,~,- ......... '"' Suite l 01
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report DaW; 5/22/02
Report To: Grog McGahey
Riverside Church of Christ
150 E, Beltline Road
Coppell, TX 75019
Supplier: On*site Batch
MIx No.: n/a
Design Strength: 1800 psi
Date Sampled:
Source of 5ample:
Last Reissued on:
28 days
4/17/02 Date Received:
Builcling - South 4' HT - 100' from Southeast corner
Con[rector:
TruckJTirket:
Sampled By: C. Lewis
Submitted ny: C, Lewis
Curing Method; Cure Room
Specimen Prep; Unbonded
Weather:
Mix Data
Sample Data
Project NO.: 10645 Ref. No.:402365
Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Permit NO-:
Reported to Kleinfelder
Cement Type:
Cement Factor (skJcy):
Max. Size Agg.(in.):
Admixtures:
Observed by KJeinfelder
Slump(in.):
Slump w/plasticizer(in.}:
Air Temperature (°F):
Mix Temperature
Air Content (%):
Unit Weight
Batch Sl~,e (cy):
Water Added (gal.)
82
82
Specified
Field Cure Tamp telt) HI: Lo:
Field Cure Time: 24±4 hrs.
Sample I Date
Number Tested
201173 A 4/24/02
201173 B 4t24/02
-201173 C 4/24/02
201173 D 5/15/02
201173 E 5/15/02
201173 F 5tl 5/02
Age
(days)
7
7
7
28
28
Wind tMPH)
Rh [%):
Dimensions
Wd. Ht.
2 x 2
2 X 2
2 X 2
LaboratorY Data
Area !
Lan. ,.,
X 2
X 2
X 2 I 4
Time I~atched:
Time Sampled: Time in Truck:
Ultimate Load Compressive Required
(]bs.) Strength (psi} ~trength (P~U
59OO 1480
6000 1500
9850
X 2 i 4
,2 }4,1,,
2 X 2
5900
10210
1480
2550
1800
1800
2460
10370 2590 1800
Ail fractures were conical in nature unless noted otherwise.
Remarks:
CC;;
David Turher K.B Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Helium Architects
John Millett, P.E. Millett Engineering Group
Reviewed on 6122t02 by;
Wm. Duane Harretl, P.E
Senior Consultant
Unless prior arrangements ~,ave been made. all HOLD specimens will be ai$cerded if required strength is attained.
80/£0 BgV~ SgqqgG-~DNB AIINI~I EO8OOLSE~6 IP:£[ EBOE/SE/'~O
Report No_: 24
TRINITY ENGINEERING/KLEINYELDER 2211 Century Center 81vd,
MORTAR CUBE COMPRESSIVE S'fRENGTH REPORT ASTM C109
Report Date: 5/1/2002
Report To: Grog McGahey
Riverside Church of Christ
150 E. Be[tline Road
Coppe[I, TX 75019
Supplier: On-site Batch
Mix No.: rl/a
Design Strength: 1800 psi
28 days
Date Sampled: 3/2912002
~ource of Sample'. East side of building
Contractor;
Truck/Ticket:
~ampled By: R. Herbrand
Submitted By; R, Herl2rand
Curing Method: Cure Room
Specimen Prep: Unbonded
Field Cure Tamp (°F) Hi:
Field Cure Time; 24+4 hrs.
Lest Reissued on:
Project No.: 10845 Ref, No.: 402045
Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A
Permit No.;
Mix Data Reported to Kleinfelder
Cement Type:
Cement Factor (sI,Jcy):
Max. Size Agg.(In.):
Admixtures:
Sample Data Observed by Kleinfelder
Date Received: 4/1/2002 '
Slump(in.);
Slump w/plasticizer(in.):
Air Temperature
Mix Temperature
Air Content {%):
Unit Weight (pcf):
Be(ch Size (cy):
Weather: Water Added (ga[.)
Wind (MPH) Time Be(chad: 10;00
Eh (%): Time Sampled: 1
Laboratory Data
Measured Specified
58
72
Time In Truck: 0:15
~-~pie ! Date Age Dimensions Area Ultimate Load Compressive I Required
Number ~ Tested [days) Wd. Ht, Lan. (In=) (lbs.) Strength (psi) Strength (ps
2.00951 A! 4/5t2002 7 2' 'x 2 x 2; '4 ...... 9500 2380
200951 B [ 4/5/2002 7 2 x 2; x 2 4 9100 228C
200951 C 4/5/2002 7 2 x 2 x 2 i 4 8900 2230 I
200951 D 4/26/200 I 28 2 x 2 x 2 , 4 ~,~0 2370 I 1800
200951 El 4/26/200 i 28 2 × 2 x 2 4 9350 2340 I 1800
200951 FI 4/26/200 I 28 2 x 2 x'""'2 ~1 4 10030 2510 1800--
All fractures were conical in nature unless noted otherwise.
Remarks;
CC;
David Turner K.O. Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Hatlum Architects
John Mille(t, P.E Millet( Engineering Group
Reviewed on S1112002 by:
Wm. Duane Harrell, p,F-.
Senior Consultant
Unless prior arrangementa have been made, all HOLD specimens wilt be discarded if required strength is attained,
80/90 39~d S~qq~G-~SN3 AIlNI~± C0800i8C£6 Ib:£[ S00C/SC/SO