St Ann Catholic-LR010312MORTAR COMPRESSIVE STR'-'GTH
TEST~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: March 12, 2001
Client: St. Ann's Catholic Community .~ Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Brode.~ 180 Samuel Boulevard
180 Samuel Boulevard ~' ,~ ~ Coppell, Texas
Coppell TX 75019 ~"~ ~'~' ~1~ Service Date: February 6, 2001
Project Number: 94001152
/' ~ Report Number: 94001152.0008
PROJECT DATA
Contractor: Centex Construction Mortar Mix I.D.: Grout
Mortar Supplier: Centex Placement Date: 02/06/2001 Batch Time: 12:27pm
Plant: Batched On-Site Time Sampled: 12:28pm By: Joey Gordon
Specification Requirements: Weather Conditions: Clear
Strength: 5000 psi @ 28 Days Temperature (F) - Air 60 °F Mortar ' °F
Test Methods: ASTM C109 Truck No: Ticket No:
ASTM C270 Sample Size: 2" x 2" x 2"
Sample Location: See placement location
Placement Location: Column bases on N side of building
REPORT OF TESTS
Cube Measured Measured Maximum Compressive
Marked Slump Flow Date Age Load Strength
Set No. (inches) (seconds) Tested (days) (lbs. force) (psi)
1 1 02/13/2001 7 28420 7,110
1 2 03/06/2001 28 43460 10,870
1 3 03/06/2001 28 42470 10,620
Average 10,750
Services- Obtain a sample of masonry mortar used during construction and cast 2 inch cube specimens for compressive
strength determination.
Technician: Joey Gordon
Report Distribution: HBC Engine.,~l~ IncL~'
(1) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(1) Centex Construction (1) City of Coppell Reviewed by:
(1) City of Coppell Eric J. Cleveland, P.E.
(1) Alliance Amhitects Senior Project Engineer
The tests were performed in general accordance with applicable ASTM test methods. This report is exclusively for the use of the client indicated above
and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual
samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
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GROUT COMPRESSIVE STREIV"-"'H TEST
I~N~ NE ERI NG. INC:
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: March 12, 2001
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick 180 Samuel Boulevard
180 Samuel Boulevard Coppell, Texas
Coppell TX 75019 Service Date: February 6, 2001
Project Number: 94001152
Report Number: 94001152.0009
PROJECT DATA
Contractor: Centex Construction Grout Mix I.D.: Grout
Grout Supplier: Dee Brown Placement Date: 02/06/2001 Batch Time: 2:29pm
Plant: Batched On-Site Time Sampled: 12:30pm By: Joey Gordon
Specification Requirements: Weather Conditions: Clear
Strength: 2000 psi @ 28 Days Temperature (F) - Air 60 °F Grout: 66 °F
Test Methods: ASTM C1019 Truck No: Ticket No:
Sample Size: 3"x 3" x 6"
Sample Location: See placement location
Placement Location: NW wall of building courses 6-10
REPORT OF TESTS
Prism Measured Measured Maximum Compressive
Marked Slump Flow Date Age Load Strength
Set No. (inches) (seconds) Tested (days) (lbs. rome) (psi)
I I N/A 02/13/2001 7 19670 2,140
I 2 N/A 02/13/2001 7 20260 2,040
Average 2,090
1 3 N/A 03/06/2001 28 32120 3,290
1 4 N/A 03/06/2001 28 31770 3,200
Average 3,250
Services- Obtain sample of grout used as wall fill. Perform required field tests and cast compressive strength samples.
Technician: Joey Gordon
Report Distribution: HBC Enginj~,l~g, Inc.
(1) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(1) Centex Construction (1) City of Coppell Reviewed by:
(1) City of Coppell Eric J. Cleveland, P.E.
(1) Alliance Architects Senior Project Engineer
The tests were pedormed in general accordance with applicable ASTM test methods. This report is exclusively for the use of the client indicated above
and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual
samples tested at the location{s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page I of I
MORTAR COMPRESSIVE STRE'~'~TH TEST
ENGINE~,I,~, IN(:
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: March 12, 2001
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick 180 Samuel Boulevard
180 Samuel Boulevard Coppell, Texas
Coppell TX 75019 Service Date: February 1,2001
Project Number: 94001152
Report Number: 94001152.0004
PROJECT DATA
Contractor: Centex Construction Mortar Mix I.D.:
Mortar Supplier: On-Site Placement Date: 02/01/2001 Batch Time: 12:30pm
Plant: On-Site Time Sampled: 12:45pm By: Shane Spinks
Specification Requirements: Weather Conditions: Sunny, mild
Strength: Temperature (F) - Air 60 o F Mortar: 65 OF
Test Methods: Truck No: Ticket No:
Sample Size: 2" x 2" x 2"
Sample Location: 30' N of SW corner, 10' up
Placement Location: West wall
REPORT OF TESTS
Cube Measured Measured Maximum Compressive
Marked Slump Flow Date Age Load Strength
Set No. (inches) (seconds) Tested (days) (lbs. force) (psi)
1 M 1 02/08/2001 7 4060 1,020
1M 2 02/08/2001 7
1M 3 03/01/2001 28 7310 1,830
1M 4 03/01/2001 28 7870 1,970
Average 1,900
Services- Obtain a sample of masonry mortar used during construction and cast 2 inch cube specimens for compressive
strength determination.
Technician: Shane Spinks
Report Distribution: HBC Engineerj3J~7~-
(1) st. Ann's Catholic Community (1) Datum Engineering, Inc.
(1) Centex Construction (1) City of Coppell Reviewed by:
(1) city of Coppell Eric J. Cleveland, P.E.
(1) Alliance Architects Senior Project Engineer
The tests were performed in general accordance with applicable ASTM test methods. This report is exclusively for the use of the client indicated above
and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual
samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page I of 1