Service Star-LR061227
FIELD DENSITY TESTING
Report Number: 94061329.0057
Service Date: December 19, 2006
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Report Date:
Project:
December 27, 2006
Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
94061329
Project No.:
Description and Classification
Dark brown clay
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pct)
20.6 98.6
Proiect Requirements
Material Information
Material Laboratory
No. Test Method
1 613290002 ASTM D 698
Field Test Data
Test
No.
Water
Content
(%)
-1/+3
Minimum Dry
Unit Weight
(% compaction)
95
Test Location
Lift!
Elev.
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pet)
Dry Unit
Weight
(% compaction)
Pavement Subgrade, N of Firestone Bldg.
126 10' N & 30' E of NE cor. of Bldg. Final 1 6 20.1 97.1 98
127 20' N & 60' E of NE cor. of Bldg. Final 1 6 21.5 95.3 97
128 10' N & 110' E of NE cor. of Bldg. Final 1 6 20.3 96.8 98
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM D-2922, ASTM D-3017
Terracon Rep: Christopher D. Harbour
Field Results Reported To: Contractor
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Coppell TX
(1) City of Coppell TX
(1) lei Construction lnc
(1) ICI Construction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusivel or the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. 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
07-PDRIR07"FUfure Key
FIELD DENSITY TESTING
Report Number: 94061329.0056
Service Date: December 14, 2006
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Report Date:
Project:
December 27,2006
Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
94061329
Project No.:
Description and Classification
Dark brown clay
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pct)
20.6 98.6
Proiect Requirements
Material Information
Material Laboratory
No. Test Method
1 613290002 ASTM D 698
Field Test Data
Test
No.
Water
Content
(%)
-1/+3
Minimum Dry
Unit Weight
(% compaction)
95
Test Location
Lift!
Elev.
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pct)
Dry Unit
Weight
(% compaction)
Pavement Subgrade, Fire Lane E of
Firestone Building
123 5' S & 10' E of NE cor. of Bldg. Final 6 19.9 97.2 99
124 30' S & 12' E of NE cor. of Bldg. Final 6 20.8 96.3 98
125 55'S&10'EofNEcor.ofBldg. Final 6 21.3 96.5 98
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM D-2922, ASTM D-3017
Terracon Rep: Christopher D. Harbour
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Coppell TX
(1) City of Coppell TX
(1) ICI Construction Inc
(1) lei Construction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusi for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. 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
07-ACS/R07-Future Key
FIELD DENSITY TESTING
Report Number: 94061329.0046
Service Date: December 12, 2006
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date:
Project:
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
December 27,2006
Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
94061329
Project No.:
Material Information
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
('Yo) (pcf)
20.6 98.6
Material Laboratory
No. Test Method
1 613290002 ASTM D 698
Field Test Data
Description and Classification
Dark brown clay
Probe
Mat. Depth
No. (inches)
Test
No.
Lift!
Elev.
Final
Final
Final
Final
1
1
1
1
6
6
6
6
20.0
22.1
21.6
23.3
Field Test Method: ASTM 0-2922, ASTM D-3017
Terracon Rep: Christopher D. Harbour
Report Distribution:
(1) ServiceSlar Design Group LLC
(1) City of Coppell TX
(1) City ofCoppell TX
(1) ICI Construction Inc
Proiect Requirements
Water
Content
(%)
-1/+3
97.7
95.1
95.9
93.5
Minimum Dry
Unit Weight
(% compaction)
95
Dry Unit
Weight
(% compaction)
99
96
97
95
(1) ICI Construction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Water Dry Unit
Content Weight
(%) (pcf)
Test Location
Pavement, N & W Sides of Firestone
Building
119 70' S & 25' W of NW cor. of Bldg.
120 10' S & 30' Wof NW cor. of Bldg.
121 25' N & 5' E of NW cor. of Bldg.
122 20' N & 65' E of NW cor. of Bldg.
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Reviewed by:
The tests were performed in general accordance with applicable ASTM, MSHTO, or DOT test methods. This report is exclusively f the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. 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
07-ACSJR07-Future Key
Specification
3-5
4.5-7.5
CL NCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061329.0054
Service Date: December 18, 2006
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 9:49 AM Plant: 01
Supplier: Nelson Bros. Ready Mix
Truck No: 103 Ticket No: 172382
Mix 1.0. No.: PD36AEA
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pet:
Result
4.75
2.8
77
75
145.6
*
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: December 27,2006
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Sample Information
Date Cast: December 18, 2006 Time: 10:35 AM
Sampled by: Eric G. Jernigan
Weather Conditions: Partly cloudy, mild
Accumulative Yards: 20/60 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: S Half of Fire Lane, (See attached sketch.)
Placement Location: Pavement, Fire Lane & Center
Drive/Approach to Bank Drive-Thru, (See
attached sketch.)
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratory Test Data
* = Field Test Results do not meet project specifications.
Maximum Compressive
Load Strength
(Ibs) (psi)
95,590 3,380
Age at
Set Specimen Diameter Area Date Test
No. 10 (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 12/25/2006 7
1 2 01/15/2007 28
1 3 01/15/2007 28
1 4 02/12/2007 56
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Field Results Reported To: Israel w/Westex
TerraGon Rep: Eric G. Jernigan
Report Distribution:
(1) ServiceStar Design Group LLC (1) ICI Construclion Inc
(1) City of Coppell TX (1) Pate Engineers Reviewed by:
(1) Cily of Coppell TX (1) ServiceStar Design Group LLC L d J ~' P E
(1) ICI Construction Inc (1) Ratliff Group LLC y~ on. x, . .
Pnnclpal glneer
The tests were performed in general accordance with applicable ASTM, MSHTO, or DOT test methods. This report is exclusively for e use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. 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
01.PDRJR01.FlJture Key
W
? +-N
r
r;:
~ LJ
\1
I 'i1z6~ff'"J
l [3C/:>a.
I ~-=
I
!~~~
I .
r
0-0 Po Jld;
!3L)tj .
\
(]) - 9t1MflE
fA taN
l~7 - bp~~
rp6v(;D
TC c,A'I
;;; r"~ YroN' ,;::-
f,/Ob/329. ()()SiI
/2-1$- ot,..
Terracon Report No.94061329.0054,
Dated 12/18/2006
Multi-Facility Concept
Specification
3-5
4.5-7.5
CuNCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061329.0048
Service Date: December 13, 2006
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Materia/Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 7:38 AM Plant: 1
Supplier: Nelson Bros. Concrete
Truck No: 220 Ticket No: 172168
Mix 1.0. No.: PD36AEA
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, OF:
Plastic Unit Weight, pet:
Result
6.00
6.1
61
58
N/A
Laboratory Test Data
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: December 27,2006
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Sample Information
Date Cast: December 13, 2006 Time: 8:15 AM
Sampled by: Dustin R. Collins
Weather Conditions: Clear
Accumulative Yards: 10/120 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sample #1 on sketch
Placement Location: Pavement, W of Firestone Bldg., from Send
to 150' N of N end of Bldg., (See attached
sketch.)
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Maximum Compressive
Load Strength
(Ibs) (psi)
107,800 3,810
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 12/20/2006 7
1 2 01/10/2007 28
1 3 01/10/2007 28
1 4 02/07/2007 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, MSHTO, 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 consent of our company. 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
01-PDRlR01-Fulure Key
Specification
3-5
4.5-7.5
CUNCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061329.0048
Service Date: December 13, 2006
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 9:29 AM Plant: 1
Supplier: Nelson Bros. Concrete
Truck No: 108 Ticket No: 172189
Mix I.D. No.: PD36AEA
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pet:
Result
5.50
5.5
63
61
N/A
Laboratory Test Data
Set
No.
2
2
2
2
Specimen
10
1
2
3
4
Diameter Area
(inches) (sq. inches)
6.00 28.27
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: December 27,2006
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project No.: 94061329
Sample Information
Date Cast: December 13, 2006 Time: 10:30 AM
Sampled by: Dustin R. Collins
Weather Conditions: clear
Accumulative Yards: 110/150 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sample #2 on sketch
Placement Location: Pavement, W of Firestone building, from S
end to 150' N of N end of building, refer to
attached sketch
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C 1064
ASTM C138
Date
Tested
12/20/2006
01/10/2007
01/10/2007
02/07/2007
Age at
Test
(days)
7
28
28
56
Maximum Compressive
Load Strength
(Ibs) (psi)
123,670 4,370
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Dustin R. Collins
Report Distribution:
(1) ServiceStar Design Group LLC (1) lei Construclion Inc
(1) City of Coppell TX (1) Pate Engineers Reviewed by:
(1) City of Coppell TX (1) ServiceSlar Design Group LLC L d J C P E
(1) ICI Construction Inc (1) Ratliff Group LLC yn on tti x, . .
Princip E ineer
The tests were performed in general accordance with applicable ASTM, MSHTO, or DOT test methods. This report is exclusively fo e use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. 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
01-PDRiR01-FulureK..y
~
.~
ii.:.
-,:,:~ :'::;:'",
Jjr{~;otx-f: . J!;lJ~
-J'- ,: .
;':.1", '"=
. -~-~:-'.--,-, :_' :',"
.,~,....-::.-,' .'. ;. .
~ ,:i~ ~~---'" ;'-'-'-- .~_,c__ ---
fZ~l- fjt!1ftCt mell+ /OCt.tt'Or\ (F~.(:;....r "'>>,"0;0
, - SI>. Jr\ pie. j OC o..t ; li h...
~ - ,c +: BIJ
~ ~X.'aj\
Terracon Report No. 94061329.0048
12/13/2006
Multi-Facility Concept