Riverside Church-LR011109 I ~/1 ~/S0~11 1~: 39 972878888~ T~INIT¥ EN~R-D~LLAS PAGE
Report No.: 13
TRINITY FNG~NEERtNG/KLEIN,._..3ER 2211 Century Center BIvd, ~'~
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C39
Report Date: 11/9/01 Last Reissued on:
Report To: Greg McOahey Project No.; O~ Ret. No.: 1101130~
[~iverside Church of Christ Project; [Riverside Church of Chris[ J
150 E. Beltline Road Coppetl, Texas
Coppell, TX 75019 Permit No.:
Supplier: Beall Concrete Cement Type:
Cement Factor ($k/cy):
Mix No.r 230 Max. Size
Design 8[rength: 3000 psi ~ 28 days Admixtures:
Date Sampled: 10/30/01 Date Received; Measured Specified
Source of Sample: Building slab - 70' North & 30' South Slump(in.); 5 1/2 3
Slump w/plasticizer(In.): ......
Contractor: Anchor Companies Air Temperature (~F): 80 ....
fFuck/Tlcket: A2907/189742 MIx Temperature (°F): 86 ....
Sampled By: H. Crayton Air Content (%}: r~/a
Submitted By: H. Crayton Unit Weight (pcf):
Curing Method: CU re Room Batch SIze {cy): 10
Specimen Prep: Unbonded Weather: Water Added (gel.) 10
Field Cure Tamp (°F) HI; Lo: Wind (MPH) Time Batched: 09:57
Field Cure Time; 24+4 hfs, Rh (%): Time Sampled: 10:40 Time in Truck; 0:43
ii/1:3/2001 89:88 9728788802 TRINITY ENGR-DALLAS PAGE
Report No.: 13
ATRINITY ENGfNEERING/K[EIN..._..)ER 2211 Century Center Blvd, ~-'
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM 639
Report Date: 1 ti9/01 Last Reissued on:
Repo~t TO: Greg McGahey Project No.: 10645 Ref. No.: 1101130
Riverside Church of Christ Project.: Riverside Church of Christ
150 E. Beltline Road Coppell, Texas
Phase:~
Coppe~l, TX 75019 Permlt~l~lrm~
Supplier: Beall Concrete
Mix No.; 230
Design ,Strength; 3000 psi ~ 26 days
Date Sampled: '~ 0/30101 Date Received: Measured Specified
:-~c)urce of Sample: Building slab - 70' North & 30' South Slump(in.): 5 1/2 3 5
Slump wlplastictze~(in,):
Contractor; Anchor Companies Air Temperature (°F): 80 ....
TruckJTIcket: A2907/189742 Mix Temperature ("F): 86
Sampled By: H. Crayton Air Content (%): rl/a
Submitted By: H Crayton Unit Weight (pc¢): ......
Curing Method: Cure Room Batch Size (¢y): 10
Specimen Prep: Unbonded Weather: Water Added (gal.) 10
Field Cure Tamp (°F) HI: Lo: Wind (MPH) Time Bat~hed: 09:57
Field Cure Time; 24±4~:hrs (%); Time Sampled: 10:40 Time In Truck: O: 43
''' ' ' i/~l~l' "Dit;'~':' " Area I '
Sample Date Bi ~enslons Ultimate Load
Number Tested,. ~~~/s) I 13i~y Ht. Lan. (In=) (lbs.)
101223 A 11/6/0 x 12 x i 28.27" 92000
;01223 8 11/6/ollI 7 1.~ × ,= × !2~27 9o5oo
~ I
101223 D, 11/27/01 , x x j
Average 7 Day Strength {psi}:
Fi'l I1-1 /
All fractures were conicml in nature unless noted otherwise
Remarks:
cc: Wm. Duane Harrell, P E
David Turner K.B. Alexander ~ fax Senior Consultant
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. AuDrey Hallum Architects
John Millett, P.E. Millett Engineering Group
Unless prior arrangemenLs have been made, alt HOLD specimens will be discarded if required strength is aftain~d.
11 .,"13,,,"2~01 89: ~E~ 97287~0802 TRINITY ENGR-DALL~S F'~GE
Report No.: 13
A TRINITY ENGINEERING/KLEIN )£g 2211 Century Center Blvd, '~'
~ ,. ,~,,~?,~ ~ ,,,~,,~.~,,,;-,, Suite 101
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C39
fleport Date: 11/9/01 Last Reissued on:
ReportTo: Greg McGahey ProJect No.: 10645 Ref. No.: 1101130
Riverside Church of Christ Project: Riverside Church of Christ
150 E. Beltline Road Coppell, Texas
Phase: N/A
Coppell, TX 75019 Permit No_:
,,Supplier: Beall Concrete Cement Type:
Cement Factor
Mix No.: 230 Max. Size Agg.(In.):
Design Strength; 3000 psi ~ 2.8 days Admixtures;
' : I~'~[ ' ' ''r ~ ' ~ : I 'l.!'il[:'; ,!,, Llh:'l~! ' ' ' ',II'I' ' · ' I~'"~,: "!
I')a?e Sampled; 10/30/01 Date Received: M~sured Specified
S%.urce of Sample: Building slab - 50' North & 40' We~t Slump(in,); 5 3
Slump w/plasticizer(in.): ......
Contractor: Anchor Companies Air Temperature (~F): 76
Truck/Ticket: 231 MIx Temperature (°F): 87 ....
Sampled By; H. Crayton Air Content (%): 1.2
Submitted By: H. Crayton Unit Weight (pc, t}:
Curing Method: Cure Room Batch Size (cy): 10
Specimen Prep: Unbonded Weather: Water Added (gal.) 0
Field Cure Tamp (°F) Hi' Lo: Wind (MPH) Time Batched: 08:43
Field Cure Time: 24+4 hrs Rh (%): Time Sampled: 09:40 Time in Truck: 0~ ,57
Sample Date Age i Dimensions ' Area Ultimate Load Compressive [ Required
Number Tested (days) i Diam. Ht. Lan. (in~) (lbs.) Strength (psi} I Strength (psi)
,
101222 A 11t6t01 7 e x ~2 x 28.27 I 108000 3820 .I
101222 B 11/6/01 7 6 x ~2 x 28.27I 110000 3890 ~
'~01222 C 11127101 28 , x x 1 ~i 3000
101222 D 11/27101 28 ~
: x x j , 3000
Average 7 Day Strength (psi): 3860
All fractures were conical in nature unless noted otherwise.
Remarks:
cc: Wm. Duane Harrell, P.E.
David Turner KB, Alexander- fax Senior Consultant
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
Unless pnor arrangements have been made, all HOLD specimens will be discarded if required strength is attained.
11/13/2~301 89:g8 9728790802 TRINITY ENGR-DALLAS PAGE 04
A TRfNITY ENGINEERINO/I(LEI~ ~)ER ReportNo.:
.._~ 2211 Century Center Blvd, '-~-'
, ~, ...... ~",'"~!~"""~'~' Suite 101
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C39
Report D~te: 11,;9/01 Laet R~lssued on;
Report TO: Greg McGahey PrOjeCt No.: T-4006 Ref. No.: 1001134
Riverside Church of Christ Project: Riverside Church of Christ
150 E. Beltline Road Coppell, Texas
Phase: N/A
Coppell, TX 75019 Permit No.:
Supplier: Basil Concrete Cement Type:
Cement Factor {ek/cy):
u~x No.: 133 Max, Size Agg.(in.):
Design Strength: 31500 psi ~ 28 day~ Admixtures:
Date Sampled: 10/10/01 Dete Received: 10/11/01 Measured Specified
Source of Sample: Grade Beam - Ed, wing building "b", 100' S,E, of corner Slump(in.); 5 ....
Slump w/plasticizer(in,); ......
Contractor: Anchor Companies Air Temperature (°F): 83 ....
Truckrrir. ket; 214/89003388 Mix Temperature (°F); 81 ....
fSampled Ely; W. Leighton Air Content (%): ......
Submitted By: W. Leighton Unit Weight (pcf): ......
Curing Method: Cure Room Batch Size (cy}: 1 0
Specimen Prep; Unbonded Weather: Water Added (gal.) 0
Field Cure Tamp (°F) Hi; Lo: Wind (MPH) Time Batched: 9:14
Field Cure Time: 24-+-4 hrs. Rh (%): Time Sampled: 10:45 Time in Truck: 1' 3
Sample [ Date Age Dimensions i Area Ultimate Load Compressive { Required
Number Tested (days) Diam. Hr. Lan. (ina) (lbs.) Strength (psi) Strength (psi)
101034 A~ 10/17/01 7 6 x 12 x "~.27 105000 3710
10~034 _Bl 10/17/01 7 6 x ~2 x 28.27 106000 i 3750
101034 CDI 1117f01 28 6 x ~2 x 28.27 135000 ~ 4770
101034 , 1117/01 28 6 x ~2 x 28.27 134000 ~ 4740
Average 28 Day Strength (psi): [ 4760
All fractures were conical in nature unless noted other-wise,
Remarks;
R,vlew,d on 111,/01 by: ~ · ~'~~'~
cc: Wm. Duane Harrell, P.E.
David Turner K, B. Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Hallum Architects
John Millett, P.E Millett Engineering Group
Unless prior arrangements have been made. all HOLD specimens will be discarded if required strength Is attained