Valley R Baptist 2-LR021230CONCRETE COMPRESSIVE STRENGTH TEST 1ferCOn
Report Number: 94021265.0076 8901 Carpenter Frwy, Ste #100
Service Date: December 19, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 30, 2002
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Project Number: 94021265
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 2:00pm Plant: 7
Supplier: LMC
Truck No: 938 Ticket No: 7122367
Mix I.D. No.: 853
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, ° F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set
Specimen
Diameter
Area
No.
ID
(inches) ( sq.inches )
ASTM C1064
1
1
6.00
28.27
1
2
6.00
28.27
3
4
01/16/2003 28
01/16/2003 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Terry L. Smith
Report Distribution: HBC/Terracon
(1) Rogers- O'Brien Construction Co. (1) City of Cappell - Constr Insp
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
(1) Valley Ranch Baptist Church H Sen In . Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT 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 1 of 1
Sample Information
Sample Time: 2:10pm Date Cast: December 19, 2002
Technician: Terry L. Smith
Weather Conditions:
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Piers 283, 290 & 299
Placement Location: Piers
Specification
Test Method
3 -5
ASTM C -143
ASTM C1064
ASTM C -1064
Age at Maximum
Compressive
Date
Test Load
Strength
Tested
(days) (lbs)
(psi)
12/26/2002
7 88,480
3,130
12/26/2002
7 92,150
3,260
Average
3,200
Result
5.00
66
62
CONCRETE COMPRESSIVE STRENGTH TEST lrerr can
Report Number: 94021265.0071 8901 Carpenter Frwy, Ste #100
Service Date: December 17, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 30, 2002
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Project Number: 94021265
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 11:45am Plant: 7
Supplier: LMC
Truck No: 822 Ticket No: 3154056
Mix I.D. No.: 853
Sample Information
Sample Time: 12:05pm Date Cast: December 17, 2002
Technician: Terry L. Smith
Weather Conditions:
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Piers 253 & 242
Placement Location: Piers
Field Test Data
Test
Result Specification
Slump, inches:
5.50 3 -5
Air Content, %:
ID
Concrete Temperature,O F:
56
Ambient Temperature, 0 F:
65
Plastic Unit Weight, pcf:
28.27
Laboratory Test Data
2
Set
Specimen
Diameter
Area
No.
ID
(inches)
( sq. inches
1
1
6.00
28.27
1
2
6.00
28.27
1 3
1 4
Date
Tested
12/24/2002
12/24/2002
Test Method
ASTM C -143
ASTM C1064
ASTM C -1064
Age at
Maximum Compressive
Test
Load
Strength
(days)
(lbs)
(psi)
7
82,030
2,900
7
84,320
2,980
Average
01/14/2003 28
01/14/2003 28
2,940
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Terry L. Smith
Report Distribution: HBC/Terracon
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brocketle Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
(1) Valley Ranch Baptist Church Hussein H. jest aa P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT 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.
o,.uwmo,.Fmw. Ke
CONCRETE COMPRESSIVE STRENGTH TEST l��rc con
Report Number: 94021265.0073 8901 Carpenter Frwy, Ste #100
Service Date: December 18, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 30, 2002
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Proiect Number: 94021265
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 1:30pm Plant: 7
Supplier: LMC
Truck No: 956 Ticket No: 7122311
Mix I.D. No.: 853
Sample Information
Sample Time: 2:35pm Date Cast: December 18, 2002
Technician: Terry L. Smith
Weather Conditions:
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Piers 303 & 321
Placement Location: Piers
Field Test Data
Test
Result
Specification
Test Method
Slump, inches:
5.00
3 -5
ASTM C -143
Air Content, %:
Concrete Temperature,° F:
60
ASTM C1064
Ambient Temperature, 0 F:
61
ASTM C -1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Diameter
Area
Date
Test Load
Stren�th
No. ID (inches)
( sq. inches
Tested
(days) (lbs)
(psi
1 1 6.00
28.27
12/25/2002
7 95,590
3,380
1 2 6.00
28.27
12/25/2002
7 96,360
3,410
Average
3,400
1 3
01/15/2003
28
1 4
01/15/2003
28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Terry L. Smith
Report Distribution: HBC /Terracon
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
(1) Valley Ranch Baptist Church H Seni o t M ad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT 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.
4 onnwma, -rmr. xvy
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, 0 F:
Ambient Temperature, ° F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
4.75
60
41
Set
Specimen
CONCRETE COMPRESSIVE STRENGTH TEST
1f�r
No.
Report Number: 94021265.0049
8901 enter F Car
Service Date: November 27, 2002
Dallas, Texas 75247
1
(214) 630 -1010
Client: Valley Ranch Baptist Church
Report Date: December 30, 2002
Attn: Robert Feille
Project: Valley Ranch Baptist Church
1501 East Belt Line Road
1501 East Belt Line Rd
Coppell TX 75019
Coppell, TX
Project Number: 94021265
Material Information
Sample Information
Specified Strength: 3000 psi @ 28 Days
Sample Time: 11:40am Date Cast: November 27, 2002
Technician: Terry L. Smith
Batch Time: 11:10am Plant: 7
Weather Conditions: Cloudy, mild
Supplier: LMC
Accumulative Yards: 10
Truck No: 938 Ticket No: 7122014
Placement Method: Truck
Mix I.D. No.: 853
Sample Locations: Piers M.3/8.7, P/5.8, M.9/6.3
Placement Location: Piers
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, 0 F:
Ambient Temperature, ° F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
4.75
60
41
Set
Specimen
Diameter
Area
No.
ID
(inches)
( sq. inches
1
1
6.00
28.27
1
2
6.00
28.27
Test Method
ASTM C -143
ASTM C1064
ASTM C -1064
Average 3,640
1 3 6.00 28.27 12/25/2002 28 144,850 5,120
1 4 6.00 28.27 12/25/2002 28 138,450 4,900
A 5,010
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Terry L. Smith
Report Distribution: HBC/Terracon
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp /
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
Hussein 14. Abusaad, P.E.
(1) valley Ranch Baptist Church
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT 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 1 of 1
Specification
3 -5
Age at
Maximum Compressive
Date
Test
Load
Strength
Tested
(days)
(lbs)
(psi)
12/04/2002
7
107,560
3,800
12/04/2002
7
98,290
3,480
Average 3,640
1 3 6.00 28.27 12/25/2002 28 144,850 5,120
1 4 6.00 28.27 12/25/2002 28 138,450 4,900
A 5,010
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Terry L. Smith
Report Distribution: HBC/Terracon
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp /
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
Hussein 14. Abusaad, P.E.
(1) valley Ranch Baptist Church
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT 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 1 of 1
Specification
3 -5
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0046 1rerracon
Service Date: November 26, 2002 Dall Carpenter F wy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church
Report Date: December 30, 2002
Attn: Robert Feille
Project: Valley Ranch Baptist Church
1501 East Belt Line Road
1501 East Belt Line Rd
Coppell TX 75019
Coppell, TX
Project Number: 94021265
Material Information
Sample Information
Specified Strength: 3000 psi @ 28 Days
Sample Time: 2:35pm Date Cast: November 26, 2002
Concrete Temperature,O F:
Technician: Terry L. Smith
Batch Time: 1:51 pm Plant: 7
Weather Conditions:
Supplier: LMC
Accumulative Yards: 10
Truck No: 956 Ticket No:
7121997 Placement Method: Truck
Mix I.D. No.: 853
Sample Locations: Piers M.3/4.2 & M.3/6.1
Plastic Unit Weight, pcf:
Placement Location: Piers
Field Test Data
Test
Result
Specification
Test Method
Slump, inches:
5.00
3 -5
ASTM C -143
Air Content, %:
Concrete Temperature,O F:
60
ASTM C1064
Ambient Temperature, 0 F:
45
ASTM C -1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Diameter
Area
Date
Test Load
Strength
No. ID (inches)
( sq. inches
Tested
(days) (Ibs)
(psi)
1 1 6.00
28.27
12/03/2002
7 98,490
3,480
1 2 6.00
28.27
12/03/2002
7 99,550
3,520
Average
3,500
1 3 6.00
28.27
12/24/2002
28 137,460
4,860
1 4 6.00
28.27
12/24/2002
28 134,450
4,750
A verage
4, 810
Services - Obtain samples
of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Terry L. Smith
Report Distribution: HBC/Terracon
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
(1) Valley Ranch Baptist Church Hussein H. Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT 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 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST IDIC
Report Number: 94021265.0044 lferracon
Service Date: November 25, 2002 Dall Carpenter F wy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 30, 2002
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Proiect Number: 94021265
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 1:00pm Plant: 7
Supplier: LMC
Truck No: 947 Ticket No: 7121973
Mix I.D. No.: 853
Sample Information
Sample Time: 1:20pm Date Cast: November 25, 2002
Technician: Terry L. Smith
Weather Conditions: Clear, mild
Accumulative Yards: 10
Placement Method: Truck
Sample Locations: Piers N/9.9, J.9/8.4
Placement Location: Piers
Field Test Data
Test Result Specification
Slump, inches: 5.00 3 -5
Air Content, %:
Concrete Temperature, F: 65
Ambient Temperature, ° F: 48
Plastic Unit Weight, pcf:
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(inches) ( sq.
inches
Tested
1
1
6.00
28.27
12/02/2002
1
2
6.00
28.27
12/02/2002
Test Method
ASTM C -143
ASTM C1064
ASTM C -1064
Age at
Maximum
Compressive
Test
Load
Strength
(days)
(lbs)
(psi)
7
88,460
3,130
7
96,000
3,390
Average 3,260
1 3 6.00 28.27 12/23/2002 28 130,510 4,620
1 4 6.00 28.27 12/23/2002 28 132,140 4,670
Average 4,650
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Terry L. Smith
Report Distribution: HB.C/Terracon
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
(1) Valley Ranch Baptist Church Hussein H. Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT 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 1 of 1 o,- uwm', .�.,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0047
Service Date: November 26, 2002
1ref�0�1
Dallas, Carpenter 247 Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church
Report Date: December 30, 2002
Attn: Robert Feille
Project: Valley Ranch Baptist Church
1501 East Belt Line Road
1501 East Belt Line Rd
Coppell TX 75019
Coppell, TX
Laboratory Test Data
Project Number: 94021265
Material Information
Sample Information
Specified Strength: 4000 psi @ 28 Days
Sample Time: 8:50am Date Cast: November 26, 2002
1
Technician: Marvin R. Arandia
Batch Time: 8:07am Plant: 7
Weather Conditions: Cloudy
Supplier: -MC
Accumulative Yards: 20
Truck No: 1042 Ticket No: 7121975
Placement Method: Direct Discharge
Mix I.D. No.: 866
Sample Locations: See placement location
Placement Location: Pavement- See attached sketch
Field Test Data
Test Result Specification Test Method
3 -5
4.5 -7.5
Slump, inches:
5.50
Air Content, %:
2.5
Concrete Temperature,° F:
57
Ambient Temperature, 0 F:
42
Plastic Unit Weight, pcf:
1
Laboratory Test Data
28.27
Set
Specimen
Diameter
Area
No.
ID
(inches)
( sq. inches
1
1
6.00
28.27
1
2
6.00
28.27
1
3
6.00
28.27
1
4
6.00
28.27
5
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Date
Tested
Age at Maximum
Test Load
(days) (lbs)
Compressive
Strength
(psi)
12/03/2002
7 122,300
4,320
12/03/2002
7 121,630
4,300
Average
4,310
12/24/2002
28 161,690
5,720
12/24/2002
28 156,600
5,540
Average
5,630
01/21/2003 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT 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 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST l�er con
Report Number: 94021265.0047
Dallas, Carpenter F wy, Ste #100
Service Date: November 26, 2002
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 30, 2002
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Project Number: 94021265
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 10:17am Plant: 7
Supplier: LMC
Truck No: 959 Ticket No: 7121986
Mix I.D. No.: 866
Field Test Data
Test Result
Slump, inches: 6.00
Air Content, %: 4.0
Concrete Temperature,o F: 60
Ambient Temperature, 0 F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set
Specimen
Diameter
Area
No.
ID
(inches)
( sq. inches
2
1
6.00
28.27
2
2
6.00
28.27
2
3
6.00
28.27
2
4
6.00
28.27
2
5
5,320
Sample Information
Sample Time: 11:30am Date Cast: November 26, 2002
Technician: Marvin R. Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 110
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: See page 1
Specification Test Method
3 -5 ASTM C -143
4.5 -7.5 ASTM C -231
ASTM C1064
ASTM C -1064
01/21/2003 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin R. Arandia
Report Distribution: HBC/Terracon
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Conslr Insp
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
Husse
(1) Valley Ranch Baptist Church Sen r H. Abtlsaa P.E.
Project Ma
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT 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 2 of 2
Age at Maximum
Compressive
Date
Test Load
Strength
Tested
(days) (lbs)
(psi)
12/03/2002
7 111,590
3,950
12/03/2002
7 121,990
4,310
Average
4,130
12/24/2002
28 148,860
5,260
12/24/2002
28 151,780
5,370
Average
5,320
01/21/2003 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin R. Arandia
Report Distribution: HBC/Terracon
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Conslr Insp
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
Husse
(1) Valley Ranch Baptist Church Sen r H. Abtlsaa P.E.
Project Ma
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT 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 2 of 2
1 rerr con
PROJECT: Vy�Fy R6wrN Page of
JOB NO. 49e7 i7&s.00u7 Date ` Comp. By
z�
CHECKED BY:
IN -PLACE DENSITY TESTS fBC
eNGINEFRM, wc.
.... a divisim of Terracon
8901 Cep WFrwy..Sui¢ 100
DWIft Taw ]3241
Client: Date: / 2 //p o z
Project No.:
Project: �r, l �a �q ��,a .te Z 7 e. .r Report No.:
Moisture/Density Relationship: Standard / Modified
Select Fill General Fill ✓
Material Description
1.
Optimum
Moisture Density Project Requirements
% (PCF) Moisture Density
/�.7 /a/ S — 1 +3 Q5+
3.
4.
FIELD DENSITY TESTS
Test r Probe
Litt/
M/D
Moisture Dry Density
Density
No. Test Loc ation Depth
Elev.
No.
( °la) (pct
%max
7Ns r2n n. N/ c i ,�.. .. Z..� S ?- IS ✓
r
1
t4. - 7
✓,,:, `I�sx`lo J
I
Complies except where noted ( ").
Standard Count: Moist Density:
Gauge No.: I -
Technician:
Start: Stop:
Contractor Notified of Results: Yes / No
Narne of Person: -
404 This report Is exclusively for the use of the client indicated above and shall not be reproduced In full without written approval of HBC Engineering. Inc.