Securelock-LR040823Client: Prime Construction
Project: Secur-Lock Self Storage
Coppell, Texas
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVlEW
2400 Gravel Drive. 81dg 25 Fort Worth, Texas 76118 phone: (817) 284-9363 fax:(817) 284-9430
Concrete Compression Test Report
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
TMI Report No.: FC03-63414-049
Report Date: 08/23/2004
Specifications Test D~a
Strength 3500 psi @ 28 Days Placement Date 08/09/2004
Slump 3 in min 5 in max Sampled By Keith Bowen
Air Content 3 % min 6 % max Weather Cloudy
Concrete Temperature n/a Supplier/Mix So. Star/9339
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 66059
Slump: 4.5 in
Concrete Temperature: 89° F
Placement Location: Paving
Time Batched: 2:06
Air Content: 4.5 %
Ambient Temperature: 80° F
Sample Location:
20' S. & 10' E. From The N.E. Corner of Building C
Time Sampled: 2:30
Unit Weight: n/a
Yardage (c.y.): 50
Age
Set # Cyl~der Test Date (days)
1 SLC08090401 08/16/2004 7
1 SL608090402 08/23/2004 14
1 SL008090403 09/06/2004 28
1 SLC08090404 09/06/2004 28
Normal cylinder size: 6" x 12"
Max Load Area Strength Fracture
(lbs. force) (sq.in,) (psi) Type
83974 28.27 2970
~03837 28.27 3670
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
TERRA-MAR, INC.
Construction Division Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
Page I of 4
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg 25 Fort Worth. Texas 761f8 phone: (817) 284-9383 fax:(8'17) 284-9430
Client: Prime Construction
Project: Secur-Lock Self Storage
Coppell, Texas
TMI Report No.:
Report Date:
FC03-63414-049
08/23/2004
Specifications
Concrete Compression Test Report
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
Test Da'ia
Strength 3500 psi @ 28 Days Placement Date 08/09/2004
S)ump 3 in min 5 in max Sampled By Keith Bowen
Air Content 3 % min 6 % max Weather Cloudy
Concrete Temperature n/a Supplier/Mix So. Star/9339
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 660676 Time Batched: 3:51 Time Sampled: 4:45
Slump: 5 in Air Content: 4.5 % Unit Weight: n/a
Concrete Temperature: 90° F Ambient Temperature: 76° F Yardage (c.y.): 200
Placement Location: Paving
Sample Location:
10' N. & 15' E. from The N.W. Corner of Building D
Age Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs force) (sq.in.) (psi] Type
02 SLC08090405 08/16/2004 7 88272 28.27 3120
02 SLC08090406 08/23/2004 14 86830 28.27 3070
02 SLC08090407 09/06/2004 28
02 SLC08090408 09/06/2004 28
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138 C143, C172, C1064, and C617 or C1231.
TERRA-MAR, INC.
Construction Division Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMh
Page 2 of 4
Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Dt¢ve, Bldg 25 Fo¢~, Wo~Zh, Texas 76118 phone: (817) 284 9363 fax:(817) 284-9430
Prime Construction
Secur-Lock Self Storage
Coppell, Texas
TMI Report No.:
Report Date:
FC03-63414-049
08~23~2004
Specifications
Concrete Compression Test Report
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
Test D~a
Strength 3500 psi @ 28 Days Placement Date 08~09~2004
Slump 3 in min 5 in max Sampled By Keith Bowen
Air Content 3 % min 6 % max Weather Cloudy
Concrete Temperature n/a Supplier/Mix So. Star/9339
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 660687
Slump: 5 in
Concrete Temperature: 90~ F
Placement Location: Paving
Sample Location:
Time Batched: 5:00 Time Sampled: 6:20
Air Content: 5.0 % Unit Weight: n/a
Ambient Temperature: 73° F Yardage (c.y,): 330
25' N. & 5' W. From S.W. Corner of Building F
Age Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs, force) (sq.in.} (ps~ Type
03 SLC08090409 08/16/2004 7 95935 28.27 3390
03 SLC08090410 08/23/2004 14 94535 28.27 3340
03 SLC08090411 09/06/2004 28
03 SLC08090412 09/06/2004 28
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
TERRA-MAR, INC.
Construction Division Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express wdtten consent of TMI.
ol Page 3 of 4
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg. 25 Fot~ Worth, Texas 76118 phone: (817) 284-9363 fax:(817) 284-9430
Concrete Compression Test Report
Client: Prime Construction
Project: Secur-Lock Self Storage
Coppell, Texas
TMI Report No.: FC03-63414-047
Report Date: 08/23/2004
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
Specifications
Strength 3500 psi @ 28 Days Placement Date
Slump 3 in rain 5 in max Sampled By
Air Content 3 % rain 6 % max Weather
Concrete Temperature n/a Supplier/Mix
Ambient Temperature n/a Air Content Method
Test DaTa
07/21/2004
Patrick Parks
Clear, Light Wind
Southern Star Concrete, Inc./9339
ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
596752 Time Batched: 01:30 Time Sampled: 02:10
5 in Air Content: 4.3 % Unit Weight:
88° F Ambient Temperature: 77° F Yardage (c.y.): 460
Fire Lanes & Parking Area Paving Between Building A&H, J&K and Apartment off Building
20' So. & 15' W. from NWC of Building J
Age Max Load Area Strength
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi'}
1 SLC07210401 07/28/2004 7 113012 28.27 4000
1 SLC07210402 08/18/2004 28 127305 28.27 4500
1 SLC07210403 08/18/2004 28 135589 28.27 4790
1 SLC07210404 Hold
28 day average 4650
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
Fracture
Type
TERRA-MAR, INC.
Construction Division Manager
The results presented in this report pertain only to the specific items testod. This repod was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is stdctly prohibited without the express written consent of TMI.
Page I of 5
i i=m~J~-MAR
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 GraveI Drive Bldg. 25 Fo¢~ Worth, Texas 76118 phone. (817) 284-9363 fax.'(817) 284-9430
Concrete Compression Test Report
Client: Prime Construction
Project: Secur-Lock Self Storage
Coppell, Texas
TMI Report No.: FC03-63414-047
Report Date: 08/23/2004
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
Specifications
Strength 3500 psi @ 28 Days Placement Date
Slump 3 in min 5 in max Sampled By
Air Content 3 % min 6 % max Weather
Concrete Temperature n/a Supplier/Mix
Ambient Temperature n/a Air Content Method
Test Data
07/21/2004
Patrick Parks
Clear, Light Wind
Southern Star Concrete, Inc./9339
ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
596741 Time Batched: 03:05 Time Sampled: 03:35
5 in Air Content: 4.4 % Unit Weight: n/a
86° F Ambient Temperature: 77° F Yardage (c.y.): 460
Paving: Fire Lanes & Parking Areas Between Buildings A&H, J&K, and Apartment off Building
50' South & 15' West of N.W. Corner of Building K
Age Max Load Area Strength Fracture
Set Ct Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi) Type
2 SLC07210405 07/28/2004 7 98493 28.27 3480
2 SLC07210406 08/18/2004 28 131447 28.27 4650
2 SLC07210407 08/18/2004 28 129030 28.27 4560
2 SLC07210408 Hold
28 day average 4610
Normal cylinder size: 6" x 12"
Field and laboratow tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
TERRA-MAR, INC.
Construction Division Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this mix)rt, or any part therein, is strictly prohibited without the express written consent of TML
el Pagc 2 of 5
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg. 25 For~ Worlh, Texas 76118 phone: (817) 284-9383 fax:(817) 284-9430
Concrete Compression Test Report
Client:
Project:
Prime Construction
Secur-Lock Self Storage
Coppell, Texas
TMI Report No.: FC03-63414-047
Report Date: 08/23/2004
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppel[
(1) City of Coppell
(1) AECC Inc.
Specifications
Strength 3500 psi @ 28 Days Placement Date
Slump 3 in min 5 in max Sampled By
Air Content 3 % rain 6 % max Weather
Concrete Temperature n/a SuppliedMix
Ambient Temperature n/a Air Content Method
Test Da'fa
07/21/2004
Patrick Parks
Partly Cloudy
Southern Star Concrete, Inc./9339
ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
596752 Time Batched: 03:50 Time Sampled: 04:20
5 in Air Content: 4.3 % Unit Weight: n/a
88° F Ambient Temperature: 77° F Yardage (c.y.): 460
Paving: Fire Lanes & Parking Areas Between Buildings A&H, J&K, and Apartment off Building
20' South & 15' West of N.W. Corner of Building J.
Cylinder
Set # # Test Date
Age Ivlax Load Area Strength Fracture
(days) (lbs. force) (sq,in.) (psi] Type
3 SLC07210409 07/28/2004 7 116914 28.27 4130
3 SLC07210410 08/18/2004 28 148878 28.27 5260
3 SLC07210411 08/18/2004 28 144552 28.27 5110
3 SLC07210412 Hold
28 day average 5190
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
TERRA-MAR, INC.
Construction Division Manager
The results presented in this report perlain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express wdt[en consent of TMI.
Page 3 of 5
i i=~J~J~MAR
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg. 25 Fort Worth. Texas 76118 phone: (817) 284-9363 fax.'(817) 284-9430
Concrete Compression Test Report
Client: Prime Construction
Project: Secur-Lock Self Storage
Coppell, Texas
TM! Report No.: FC03-63414-047
Report Date: 08/23/2004
Specifications
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
Test Data
Strength 3500 psi @ 28 Days Placement Date
Slump 3 in min 5 in max Sampled By
Air Content 3 % min 6 % max Weather
Concrete Temperature n/a Supplier/Mix
Ambient Temperature n/a Air Content Method
07/21/2004
Patrick Parks
Partly Cloudy
Southern Star Concrete, Inc./9339
ASTM C-231-B
Ticket Number: 596763 Time Batched: 05:16 Time Sampled: 05:50
Slump: 5 in Air Content: 4.3 % Unit Weight: n/a
Concrete Temperature: 88° F Ambient Temperature: 79° F Yardage (c.y.): 460
Placement Location: Paving: Fire Lanes & Parking Areas Between Buildings A&H, J&K, and Apartment off Building.
Sample Location:
30' South & 20' West ol S.W. Corner of Apartment off Building.
Age Max Load Area Strength
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi)
4 SLC07210413 07/28/2004 7 62641 28.27 2210
4 SLC07210414 08/18/2004 28 89714 28.27 3170
4 SLC07210415 08/18/2004 28 91948 28.27 3250
4 SLC07210416 09115/2004 56
28 day average 3210
Normal cylinder size: 6" x 12"
The average 28 day compressive strength test results do not meet specifications.
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, O138, C143, C172, 01064, and O617 or C1231.
28-DAY TEST RESULTS NON-COMPLIANT; CONTRACTOR NOTIFIED
Fracture
Type
TERRA-MAR, INC.
Construction Division Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproductise of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
Page 4 o£ 5
Client: Prime Construction
Project: Secur-Lock Self Storage
Coppell, Texas
TMI Report No,: FC03-63414-047
Report Date: 08/23/2004
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 G~avel Drive, Bldg 25 Fort Worth, Texas 76118 phone: (817) 284-9363 fax:(8f7) 284-9430
Concrete Compression Test Report
Report Distribution: (1) Houghton Capdal (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
Specifications
Test Da~a
Strength 3500 psi @ 28 Days Placement Date
Slump 3 in min 5 in max Sampled By
Air Content 3 % min 6 % max Weather
Concrete Temperature n/a Supplier/Mix
Ambient Temperature n/a Air Content Method
07/21/2004
Patrick Parks
Clear, Calm Wind
Southern Star Concrete, Inc./9339
ASTM C-231-B
Ticket Number: 596777 Time Batched: 07:56 Time Sampled: 08:45
Slump: 4.5 in Air Content: 4.4 % Unit Weight: n/a
Concrete Temperature: 89° F Ambient Temperature: 80° F Yardage (c.y.): 460
Placement Location: Paving: Fire Lanes & Parking Areas Between Buildings A&H, J&K, and Apartment off Building
Sample Location:
40' East & 8' North of N,W. Corner of Building H.
Age Max Load Area Stren th Fracture
Set # Cyl~der Test Date (days) ribs. force) (sq.in.) (ps~ Type
5 SLC07210417 07/28/2004 7 71562 28.27 2530
5 SLC07210418 08/18/2004 28 98379 28.27 3480
5 SLC07210419 08/18/2004 28 96147 28.27 3400
5 SLC07210420 09/15/2004 56
28 day average 3440
Normal cylinder size: 6" x 12"
The average 28 day compressive strength test results do Rot meet specifications.
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
28-DAY TEST RESULTS NON-COMPLIANT; CONTRACTOR NOTIFIED
TERRA-MAR, INC.
Construction Division Manager
The results presented in this report pertain only to the specific items tested, This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
Page 5 of 5
Client: Prime Construction
Project: Secur-Lock Self Storage
Coppell, Texas
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg. 25 Fort Worth, Texas 76118 phone: (817) 284-9363 fax:(817) 284-9430
Concrete Compression Test Report
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
TMI Report No,: FC03-63414-049
Report Date: 08/23/2004
Specifications
Strength 3500 psi @ 28 Days
Slump 3 in min 5 in max
Air Content 3 % min 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Test Data
Placement Date 08/09/2004
Sampled By Keith Bowen
Weather Cloudy
Supplier/Mix So. Star/9339
Air Content Method ASTM C-231-B
Ticket Number: 705236 Time Batched: 8:12 Time Sampled: 8:50
Slump: 5 in Air Content: 4.5 % Unit Weight: n/a
Concrete Temperature: 90° F Ambient Temperature: 73° F Yardage (c.y.): 490
Placement Location: Paving
Sample Location:
20' N. & 10' E. From The N.W. Corner of Building H
Age Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi} Type
4 SLC08090413 08/16/2004 7 75365 28.27 2660
4 SLC08090414 08/23/2004 14 85940 28.27 3040
4 SL008090415 09/06/2004 28
4 SLCO80g0416 09/06/2004 28
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or. C1231.
TERRA-MAR, INC.
Construction Division Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
ol Page 4 of 4