Riverside Church-LR02010901/14/2002 08~35 9728700802
TRINIIY ENGINEERING/KLEINFI:LDER
TRTNITY ENGR-D~LLAS
2211 Century Oenter Blud,
Suite 101
Report No.: 19
PAGE 09
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: 1/9/02
Report To: Greg McGahey
Riverside Church of Christ
150 E. Beltline Road
Coppell. TX 7801§
Supplier: rlJa
Mix NO.; --
Design Strength: 1800 psi ~
Last Reissued on:
28 days
Mi× Data
Sample Data
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 Kleinfelder
10645 Ref. No.: 1201195
Date Sampled: 12/6/01 Date Received: Measured Specified
Source of Sample: Ho~per Slump(in.J: n/a ....
Slump wlpJa~tlclzer(In.): ......
Contractor: Air Temperature (°F): 68 ....
TruckJTicket; Mix Temperature (*F): 75 ....
Sampled By: R. Mitchell Air Content (%); n/a
Submitted By: R. Mitchell Unit Weight (pcf):
Curing Method: Cure Room Batch S~za lc/J:
S~ecimen Prep: Unbonded Weather: Water Added (gal.)
FieJd Cure Tamp (°F) HI: Lo: Vdlnd (MPH) Time Batched: 10:45
Field Cure Time: 24J:4 hrs, Rh (%): Time Sampled: 11:15 Time In Truck: 0:30
, , Laboratory:Data ': ,,,
Sample ~)~te Age Dimenslot~ Area Ultimate Load Compre~ive Required
Number Teated (days) Wd. Hr. Lan. (Ina) Jibs.) Strength (pal) Strength (psi)
101617 A 1')/12/0~ 7 2 X * x 3.14 4500 1430
101817 B 12/12/01 7 2' X""" 4 X 3.14 4600 1460
101617 C 12/12/01 "V 2 x 4 x 3 14 4300~1370
28 2 x 4 x 3.14 7800 r 2480 T~. 1800
101617
D
1/2/02
J
101617 F 1/2/02 28 t 2 x 4 x 3.14 8000 2550 _1800
All fractures were corlJcel in nature unless noted otherwise.
Remarks:
Reviewed on
1 ~9~02
CC:
David Turner K.B. Alexander- fax ~'
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Helium Architects
John Mi[lett, P.E. Millett Engineering Group
Wm. Duane Harrell, P.E
Senior Consultant
Unless prior a~an§smsnts have been made, all HOLD specimens will be discarded if required strength is attained.
01/1~/~002 08~ ~ 97~8700802
TRINITY ENGINEERING/K[SNFELD£~
YRIN~¥Y ENGR-D~LL~S
2211 Century Center Blvd,
Suite 101
Report No.:
PAGE 04
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Report Date: tt9/02
Report To: Grog McGahey
Riverside ChurCh of Christ
150 E Beltline Road
Coppell. TX 75019
Supplier: n/a
Mix No.: --
Design Strength: 1800 psi ~
Date Sampled: 12/5/01
Source of Sample: Hopper
Truck/Ticket:
Sampled I~y: R, Mitchell
Submitted By: R. Mitchell
Curing Method: Cure Room
Specimen Prep: Unbonded
Field Cure Tamp (*F) Hi: Lo:
Field Cure Time: 24+4 hrs.
days
Last Reissued on:
Date Received:
Weather:
Wind (MPH)
Rh (%):
Project No.: 10645 Ref. NO.: 1201195
Project: Riverside Church of Christ
Coppe[I. Texas
Phase: N/A
Permit No.:
Mix Data Reported to Kleinfelder
Cement Type;
Cement Factor (skJcy):
Max. Size Agg.(In.):
Admixtures:
Sample Data Observed by Kleinfelder
Measured Specified
Slump(in.): n/a
Slump wlplaetlcizer(in.):
Air Temperature (°F): 68 ....
Mix Temperature ("F): 78
Air Content (%): n/a ....
Unit Weight (pcf): ......
Batch Size (C:y);
Water Added (gal.)
Time Bar, had: 10:45
Time Sampled: 1 1;15 Time In Truck: 0; 30
rYDat , ;:!, ,i: ;
[,al~rato a ;;,i ; : ; ;", '
Average 28 Day Strength (psi): ti 2490
All fractures were conic, a[ in nature unless noted otherwise.
Remarker
CC:
David Turner K.B. Alexander - fax
Lam/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 t/9/02 by:
Wm. Duane Harrell. P.E.
Senior Consultant
Unless prior arrangements have been mede, all HOLD specimens will be disc:ordeal if requi~ed sttengtll is attained.
97~700802 TRiNiTY ENGR-~ALL~
/
PAGE 04
........... IO~tq'~
TRINITY ENGINEERING TESTING CORPORATION
Construction Observation Report
Reviewed by ~ Date Reviewed
DFR NO.
Time Depar':ed /"-~"~ ./~"~'
l~pe of Obeervations [] Masonry [] Batch p~ant ~_"~ Foundations [] Concrete
[~ Welding [] Reinforcement Steel ~ F!reproofing ,_~ Soit
~olting [] Pre-Poet Tensioned Tendon ~ Metal Decking [] Other
~_~ Report ~tems comply ,/7 ~-~ Rep~r~ ~tems ~ncornplete
Representing V'
Page of
F-1 (4/O1)
Report items comply
Representative $1gnatu~/'/~-~