Securelock-LR040618TERRA-MAR - U.S. LABS
Consult ng Engineers
Geotechnical Environmental Construction Materials Testing
DALLAS FORT WORTH HOUSTON
2400 Gravel Dr.~ Fort Worth~ Texas 76118 Phone 817/284-9363
IN-PLACE FIELD SIEVE ANALYSIS REPORT
Client:
ProJect:
Report No.:
Date Tested:
Technician:
Test Method:
Houghton Capital
SecurLock Self Storage
FC03-63414-034
6/18/2004
Ryan Barton
TEX 101E
Report Distribution:
Houghton Capital
Prime Construction Company
City of Coppelt (2)
AECC Inc.
PERCENT PERCENT
TEST TEST LOCATION
PASSING PASSING
NO. (PAVING SUBGRADE) #4 SIEVE 1-3/4" SIEVE
1 Fire Lane- 25' South of North Entrance 64% 100%
2 Fire Lane - 100' South of North Entrance 61% 100%
~:pe~lflcati~s~ 60% 100%
Test results comply w~th project specifications unless indicated by "Non-Compliance" above. 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
expressed written consent of TMI.
Remarks:
Jason B. AIl~n, ET-
Construction Services Manager
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel D~ve, Bldg. 25 Fort Worth, Texas 76116 phona: (617) 264-9363 fax:(617) 264-9430
Client: Prime Construction
Project: SecurLock Self Storage
Coppell, TX
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.: FC03-63414-027
Report Date: 06/18/2004
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 05/13/2004
Slump 5 in max Sampled By Ryan Barton
Air Content n/a Weather Cloudy/5-10 mph
Concrete Temperature n/a Supplier/Mix SOUTHERN STAR/9337
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 765361 Time Batched: 07:43 Time Sampled: 08:10
Slump: 4.5 in Air Content: 1.7 % Unit Weight: n/a
Concrete Temperature: 80° F Ambient Temperature: 78° F Yardage (c.y.): 20 of 270
Placement Location: Slab-on-Grade Building 'A' w/Monolithic Grade Beam
Sample Location:
80' North, 10' West of SE Building Corner
Age Max Load Area Stren~3th Fracture
Set # Cy~der Test Date (days) (lbs. force) (sq.ln.) (psi~ Type
1 SLC05130401 05/20/2004 ,~ 97377 28.27 ~~
1 SLC05130402 06/10/2004 130995 28.27
1 SLC05130403 06/10/2004 133412 28.27
1 SLC05130404 Hold
~. 28 day average 4680
Normal oyitnder size: 6' x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, Cl 43, Cl 72, C1064, and C617 or C1231.
TERRA-MAR. II~O~~. Jason B. Allen, ET
Construction Services Manager
The results presented in this report pertain only to the specific items tested. This report was produced fa' the exclusNe use of the client. Any reproduction of
this relxxt, or any pert therein, is strictly prohibited without the express written consent of TMI.
Pa~e 1 of 3
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Dtfve, Bldg. 25 Fort Worth, Texas 76116 phone: (617) 284-9363 fax:(817) 284-9430
Client: Prime Construction
Project: SecurLock Self Storage
Coppell, TX
TMI Report No.: FC03-63414-027
Report Date: 06/18/2004
Concrete Compression Test Report
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 05/13/2004
Slump 5 in max Sampled By Ryan Barton
Air Content n/a Weather Cloudy/5-10 mph
Concrete Temperature n/a Supplier/Mix SOUTHERN STAR/9337
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
765377 Time Batched: 09:08
5 in Air Content: 1.9 %
80° F Ambient Temperature: 79° F
Slab-on-Grade Building 'A' w/Monolithic Grade Beam
Time Sampled: 09:35
Unit Weight: n/a
Yardage (c.y.): 140 of 270
60' North, 40' West of SE Building Corner
vlind
Age Max Load Area Strength Fracture
Se{ # C~er Test Date (days) (lbs, force) (sq.in.) (ps~ Type
2 SLC05130405 05/20/2004 7 97475 28.27 3450
2 SLC05130406 06/I0/2004 28 133141 28.27 4710
2 SLC05130407 06/10/2004 28 135080 28.27 4780
2 SLC05130408 Hold
28 day average 4750
Normal cylinder size: 6" x 12"
Fie~d and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, Cl 064, and C617 or C1231.
Water Added: 20 gallons
The results prseented in this repo~ pertain only to the specific Rems 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.
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg. 25 Fort Worth, Texas 76116 phone: (817) 284-9363 fax:(817) 284-9430
Client: Prime Construction
Project: SecurLock Self Storage
Coppell, TX
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.: FC03-63414-027
Report Date: 06/18/2004
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 05/13/2004
Slump 5 in max Sampled By Ryan Barton
Air Content n/a Weather Cloudy/5-10 mph
Concrete Temperature n/a Supplier/Mix SOUTHERN STAPJ9337
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 765387 Time Batched: 10:05 Time Sampled: 10:30
Slump: 6 in* Air Content: 1.5 % Unit Weight:
Concrete Temperature: 80° F Ambient Temperature: 76° F Yardage (c.y.): 210 of 270
Placement Location: Slab-on-Grade Building 'A' wi Monolithic Grade Beam
Sample Location:
120' North, 75' West of SE Building Corner
An asterisk (*) appears next to field data which dose NOT meet specifications.
,~ge Max Load Arse Strsnath
Set # Cyl~cier Test Date (days) (lbs. force) (sq.in.) (psl~
3 SLC05130409 05/20/2004 7 90478 28.27 3200
3 SLC05130410 06/10/2004 28 128841 28.27 4560
3 SLC05130411 06/10/2004 28 129509 28.27 4580
3 SLC05130412 Hold
28 day average 4570
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, Cl 064, and C617 or C1231.
Type
TERRA-MAR, INC~~ Jason B. Allen, ET
Construction Services 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 pert therein, is strictly prohibIted without the exp~s written consent of TMI.
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