Securelock-LR040728 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FOf~T WORTH HOUSTON AUSTIN LONGVIEW
2400 GraveI Ddve, Bldg. 25 Fort Worth, Texas 76118 phone: (817) 284-9363 fax:(817) 284-9430
In-Place Soil Moisture/Density Tests by Nuclear Method
Client:
Project:
Prime Construction
Secur-Lock Self Storage
Coppel[, Texas
TMI Report No.: FC03-63414-040
Report Date: 07/28/2004
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppall
(1) City of Coppell
(1) AECC Inc.
Specifications Test Data
Percent Compaction: +95% min Date Tested: 07/12/2004
Moisture Content: opt-2% to +3% Technician: Jonathon E. Lewis
optimum Maximum Dry
Curve No. Test Method Matedal Description Moisture % Density pcf
6743 ASTM D-698-A Dark Grey Clay 24.0 96.0
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf/ (pcl) Density
Roadway Fill
173.0 2nd Lift 50' N, 10' W. of SE intersection with North 6743 6" 26.8 119.6 94.3 98.2
Point Drive ~988
t74.0 2nd Lift 15' S, 25' W, of SEC of Building I 6743 6" 26.3 119.5 94.6 98.5
175.0 2nd Lift 40' S, 20' E. of NEC of Building I 6743 6" 26.4 119.2 94.3 .2
Test results on this report meet project specification.
Test Msthod(s): ASTM D-2922, ASTM D-3017
Gauge: Humboldt
Gauge SN: 3141
Std. Density Count: 3550 Std. Moisture Count: 429
TERRA-MAR, INC. Kevin T. Wells
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.
o? Page l of 1
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, 81dg 25 Forf Worfh, 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: 07/28/2004
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 ~n 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: 596752 Time Batched: 01:30 Time Sampled: 02:10
Slump: 5 in Air Content: 4.3 % Unit Weight:
Concrete Temperature: 88° F Ambient Temperature: 77° F Yardage (c.y.): 460
Placement Location: Fire Lanes & Parking Area Paving Between Building A&H, J&K and AparLment off Building
Sample Location:
20' So,& 15'W from NWC of Building J
Cylinder Age Max Load Area Strength
Set # # Test Date (days) (lbs force) (sq.in.) (psi)
1 SLC07210401 07/28~2004 7 113012 28.27
1 SLC07210402 08/18/2004 28
1 SLC07210403 08/18/2004 28
1 SLC07210404 Hold
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.
Kevin T. Wells
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 5
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, BId9 25 Fort Worth, Texas 76118 phone: (817) 28479363 fax.(817) 284-9430
Concrete Compression Test Report
Client: Prime Construction
Project: Secur-Lock Serf Storage
Coppe[I, Texas
TMI Report No.: FC03-63414-047
Report Date: 07/28/2004
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
Slump 3 in rain 5 in max
Air Content 3 % min 6 % max
Concrete Temperature e/a
Ambient Temperature n/a
Placement Date
Sampled By
Weather
Supplier/Mix
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:
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
Sample Location:
50' South & 15' West of N.W. Corner of Building K
Set # Cylinder Test Date
2 SLC07210405 07~28/2004
2 SLC07210406 08118/2004
2 SLC07210407 08/18/2004
2 SLC07210408 Hold
Normal cylinder size: 6" x 12"
//' Max Load
Age
(~ (Ibs. force)
- 7 98493
28
28
Area Strength Fracture
(sq.in.) (psi) Type
28.27
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, CI064, and C617 or C1231.
TERRA-MAR, INC.
Kevin T. Wells
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 2 of 5
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
TMI Report No.: FC03-63414-047
Report Date: 07/28/2004
R. eport Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc
Specifications
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3500 psi @ 28 Days
3 in Tin 5 in max
3%min6%max
n/a
n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
07/21/2004
Patrick Parks
Partty 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 #
Age ~ MaxLoad Area
Test Date (days) .-- (Ibsforce) (sq.in.)
116914 28.27
28
3 SLC07210409 0712812004
3 SLC07210410 08/18/2004
3 SLC07210411 08/18/2004
3 SLC07210412 Hold
Normal cylinder size: 6" x 12"
Strenqth - Fracture
(ps~.......~- .... Type
~,.~""~130
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
TERRA-MAR, INC.
Kevin T. Wells
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 3 ot'5
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg 25 FoR 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: 07/28~2004
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(t) City of Coppel~
(1) AECC Inc.
Specifications Test Data
Strength 3500 psi @ 28 Days Placement Date 07/21/2004
Slump 3 in min 5 in max Sampled By Patrick Parks
Air Content 3 % rain 6 % max Weather Partly Cloudy
Concrete Temperature n/a Supplier/Mix Southern Star Concrete, Inc./9339
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
596763 Time Batched: 05:16 Time Sampled: 05:50
5 in Air Content: 4.3 % Unit Weight: n/a
88° F Ambient Temperature: 79° F Yardage (c.y.): 460
Paving: Fire Lanes & Parking Areas Between Buildings A&H, J&K, and Apartment off Building.
30' South & 20' West of S.W. Corner of Apartment off Building.
Cylinder Age Max Load Area
Set# # Test Date (days) .-¢ (lbs force) (sq.in.)
4 SLC07210413 07/28/2004 ~
4 SLC07210414 08/18/2004 28
4 SLC07210415 08/18/2004 28
4 SLC07210416 Hold
Normal cylinder size: 6" x 12"
.._/,/Strength F~cture
._ (psi~ ~ype
62641 28.27
Field and laboratory tests by TMI are per applicable ASTM Standards: C31 C39, C138, C143, C172, C1064, and C617 or C1231.
TERRA-MAR, INC,
Kevin T. Wells
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 ot' 5
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON AUSTIN LONGWEW
2400 Glavel 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
TMI Report No.: FC03-63414-047
Report Date: 07~28~2004
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, Calm Wind
Southern Star Concrete, Inc./9339
ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
596777 Time Batched: 07:56 Time Sampled: 08:45
4,5 in Air Content: 4.4 % Unit Weight: n/a
89° F Ambient Temperature: 80° F Yardage (c.y.): 460
Paving: Fire Lanes & Parking Areas Between Buildings A&H, J&K, and Apartment off Building
40' East & 8' North of N.W. Corner of Building H.
Cylinder
Set # #
A2~8 Max Load Area Strength Fracture
Test Date (lbs. force) (sq.in.) (psi~ Type
71562 28.27 2530
5 SLC07210417 07/28/2004
5 SLC07210418 08/18/2004
5 SLC07210419 08/18/2004
5 SLC07210420 Hold
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C3t, C39, C138, C143, C172, C1064, and C617 or C1231.
TERRA-MAR, INC.
Kevin T. Wells
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 stdctly prohibited without the express written consent of TMI
Page 5 of 5