Red Hawk-LR120305 Alpha Testing, Inc.
2209 Wisconsin St., Suite 100 Concrete Compression Test
Dallas, TX 75229
(972)620 -8911 Report
TBPE Firm No. 813
Tested For: CRESTSTONE GROUP Date Issued: 03/05/2012
ATTN: DAVID HAYES Report #: 110991-62
HI
NY E. HY 121, #120
COPPELL, TX 75019 PM: YONAS TANGA
Fax Number (214) 488 -525
40 3p
Project 1 - c • HAWK RESID . L ' WC OF B SCHOOL RD. AND DENTON A`
FIELD DATA
Placement Location: PAVING
Sample Location: DEVON DR.@ STATION 16 +00 3 //
Date Placed: 2/6/2012 Plant umber: 995
Time Placed: 7:30 AM Delivery Ticket No 64316616
Slump (ASTM C -143): 2.0 Mix ID: 1551
Air Content: 4.0 (ASTM C -173) Made By: ALPHA
Air Temperature: 35
Cured Specification: AS '� 31'°""`"°'
Specimen Temperature: 57
Date Received: 2/7/2012
^
Field Data Submitted By: Best, David "
Mix Data Submitted By: IATTIMORE
CYLINDER COMPRESSION TEST RESULTS
Lab Cure Break Cap Date Age Avg. Avg. Avg Depth/ Area: Max
No.: Type: Type: Spec: Tested: (Days): Length Width Diameter Sq. In. Load: PSI:
61 LAB C- 1231 2/13/2012 7 8 N/A 4 12.56 52890 4210
62 LAB C -1231 3/5/2012 28 8 N/A 4 12.56 74890 Atri
63 LAB C -1231 3/5/2012 28 8 N/A 4 12.56 75360 t
64 LAB HOLD HOLD 8 N/A 4 12.56 0
Specifications: 28 3600
Results to Date: PASS
CC: Creststone Group, Glenn Thurman, Inc., City of Coppell, KART, City of Coppell, Creststone Group
v 4L.- •
Respectfully Submitted By: �— of Alpha Testing, Inc.
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064 AND C138. Compression strength tests per
ASTM C39. Our test results and reports are for the exclusive use of the Client (and their designated recepients on file in our office) and shall not be reproduced and/or
distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the
samples tested and /or observed, and are not indicative of the qualities of apparently identical or similar specimens.
8 K , - r4?-r , iitIt iiii - ,r:Ire- - ;'7ir e 701 rit lt.ii i7,E .riti , I :3i( [t .4 il'1 �7i s = M ilf4.11 :lii f .- - 3iipr,(. 5 ' ':
Alpha Testing, Inc.
Concrete Compression Test
2209 Wisconsin St., Suite 100
Dallas, TX 75229
Report
(972)620-8911
TBPE Firm No. 813
Our Report No.:110991-63
CRESTSTONE GROUP
Tested For:
ATTN:DAVID HAYES
YONAS TANGA
PM:
225 E. HWY 121, #120
COPPELL, TX 75019
(214) 488-5255
Fax Number:
RED HAWK RESIDENTIAL
Project Desc:
NWC OF BETHEL SCHOOL RD. AND DENTON TAP RD.
FIELD DATA
PAVING
Placement Location:
DEVON DR.@ STATION 14+58.25
Sample Location:
2/6/2012952
Date Placed:Plant Number:
8:37 AM6292613
Time Placed:Delivery Ticket No.:
3.251551
Slump (ASTM C-143):Mix ID:
4.7(ASTM C-173)ALPHA
Air Content:Made By:
35
Air Temperature:
ASTM C-31
Cured Specification:
54
Specimen Temperature:
2/7/2012
Date Received:
Best, David
Field Data Submitted By:
LATTIMORE
Mix Data Submitted By:
CYLINDER COMPRESSION TEST RESULTS
LabCureCapDateAgeArea:Max
BreakAvg.Avg.Avg Depth/
PSI:
No.:Type:Type:Spec:Tested:(Days):LengthWidthDiameterSq. In.Load:
65LABC-12312/13/201278N/A412.56543604330
66LABC-12313/5/2012288N/A412.56645805140
67LABC-12313/5/2012288N/A412.56596304750
68LABHOLDHOLD8N/A412.560
Specifications:283600
PASS
Results to Date:
Creststone Group, Glenn Thurman, Inc., City of Coppell, KART, City of Coppell, Creststone Group
CC:
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, Inc.
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064 AND C138. Compression strength tests per
ASTM C39. Our test results and reports are for the exclusive use of the Client (and their designated recepients on file in our office) and shall not be reproduced and/or
distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the
samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
128664
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting
Alpha Testing, Inc.
Concrete Compression Test
2209 Wisconsin St., Suite 100
Dallas, TX 75229
Report
(972)620-8911
TBPE Firm No. 813
Our Report No.:110991-64
CRESTSTONE GROUP
Tested For:
ATTN:DAVID HAYES
YONAS TANGA
PM:
225 E. HWY 121, #120
COPPELL, TX 75019
(214) 488-5255
Fax Number:
RED HAWK RESIDENTIAL
Project Desc:
NWC OF BETHEL SCHOOL RD. AND DENTON TAP RD.
FIELD DATA
PAVING
Placement Location:
WASHINGTON CT.@ STATION 1+50
Sample Location:
2/6/2012995
Date Placed:Plant Number:
9:22 AM64316628
Time Placed:Delivery Ticket No.:
2.751551
Slump (ASTM C-143):Mix ID:
4.6(ASTM C-173)ALPHA
Air Content:Made By:
41
Air Temperature:
ASTM C-31
Cured Specification:
55
Specimen Temperature:
2/7/2012
Date Received:
Best, David
Field Data Submitted By:
LATTIMORE
Mix Data Submitted By:
CYLINDER COMPRESSION TEST RESULTS
LabCureCapDateAgeArea:Max
BreakAvg.Avg.Avg Depth/
PSI:
No.:Type:Type:Spec:Tested:(Days):LengthWidthDiameterSq. In.Load:
69LABC-12312/13/201278N/A412.56460803670
70LABC-12313/5/2012288N/A412.56546304350
71LABC-12313/5/2012288N/A412.56558304450
72LABHOLDHOLD8N/A412.560
Specifications:283600
PASS
Results to Date:
Creststone Group, Glenn Thurman, Inc., City of Coppell, KART, City of Coppell, Creststone Group
CC:
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, Inc.
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064 AND C138. Compression strength tests per
ASTM C39. Our test results and reports are for the exclusive use of the Client (and their designated recepients on file in our office) and shall not be reproduced and/or
distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the
samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
128665
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting
Alpha Testing, Inc.
2209 Wisconsin St., Suite 100
Dallas, TX 75229 Concrete Compression Test
(972)620 -8911 Report
TBPE Firm No. 813
Tested For: CRESTSTONE GROUP Our Report No.: 110991 -65
ATTN: DAVID HAYES
225 E. HWY 121, #120 PM: YONAS TANGA
COPPELL, TX 75019
Fax Number: (214) 488 -5255
Project Desc: RED HAWK RESIDENTIAL
NWC OF BETHEL SCHOOL RD. AND DENTON TAP RD.
FIELD DATA
Placement Location: PAVING
Sample Location: DEVON DR.@ STATION 12 +61.80
Date Placed: 2/6/2012 Plant Number: 955
Time Placed: 11:00 AM Delivery Ticket No.: 64316638
Slump (ASTM C -143): 3.5 Mix ID: 1551
Air Content: 5.3 (ASTM C -173) Made By: ALPHA
Air Temperature: 47
Specimen Temperature: 58 Cured Specification: ASTM C -31
Date Received: 2/7/2012
Field Data Submitted By: Best, David
Mix Data Submitted By: LATTIMORE
CYLINDER COMPRESSION TEST RESULTS
Lab Cure Break Cap Date Age Avg. Avg. Avg Depth/ Area: Max
No.: Type: Type: Spec: Tested: (Days): Length Width Diameter Sq. In. Load: PSI:
73 LAB C -1231 2/13/2012 7 8 N/A 4 12.56 57330 f 45.1
74 LAB C -1231 3/5/2012 28 8 N/A 4 12.56 75170 gien
75 LAB C -1231 3/5/2012 28 8 N/A 4 12.56 74390 67vtu
76 LAB HOLD HOLD 8 N/A 4 12.56 0
Specifications: 28 3600
Results to Date: PASS
CC: Creststone Group, Glenn Thurman, Inc., City of Coppell, KART, City of Coppell, Creststone Group
Respectfully Submitted By: 1 of Alpha Testing, Inc.
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064 AND C138. Compression strength tests per
ASTM C39. Our test results and reports are for the exclusive use of the Client (and their designated recepients on file in our office) and shall not be reproduced and /or
distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the
samples tested and /or observed, and are not indicative of the qualities of apparently identical or similar specimens.
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 128666
Alpha Testing, Inc.
Concrete Compression Test
2209 Wisconsin St., Suite 100
Dallas, TX 75229
Report
(972)620-8911
TBPE Firm No. 813
Our Report No.:110991-66
CRESTSTONE GROUP
Tested For:
ATTN:DAVID HAYES
YONAS TANGA
PM:
225 E. HWY 121, #120
COPPELL, TX 75019
(214) 488-5255
Fax Number:
RED HAWK RESIDENTIAL
Project Desc:
NWC OF BETHEL SCHOOL RD. AND DENTON TAP RD.
FIELD DATA
PAVING (HAND POUR)
Placement Location:
WASHINGTON CT.@ STATION 2+38.13
Sample Location:
2/6/2012952
Date Placed:Plant Number:
1:07 PM62926180
Time Placed:Delivery Ticket No.:
4.251701
Slump (ASTM C-143):Mix ID:
4.5(ASTM C-173)ALPHA
Air Content:Made By:
50
Air Temperature:
ASTM C-31
Cured Specification:
60
Specimen Temperature:
2/7/2012
Date Received:
Best, David
Field Data Submitted By:
LATTIMORE
Mix Data Submitted By:
CYLINDER COMPRESSION TEST RESULTS
LabCureCapDateAgeArea:Max
BreakAvg.Avg.Avg Depth/
PSI:
No.:Type:Type:Spec:Tested:(Days):LengthWidthDiameterSq. In.Load:
77LABC-12312/13/201278N/A412.56579804620
78LABC-12313/5/2012288N/A412.56636405070
79LABC-12313/5/2012288N/A412.56651805190
80LABHOLDHOLD8N/A412.560
Specifications:284000
PASS
Results to Date:
Creststone Group, Glenn Thurman, Inc., City of Coppell, KART, City of Coppell, Creststone Group
CC:
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, Inc.
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064 AND C138. Compression strength tests per
ASTM C39. Our test results and reports are for the exclusive use of the Client (and their designated recepients on file in our office) and shall not be reproduced and/or
distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the
samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
128667
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting
Alpha Testing, Inc.
Concrete Compression Test
2209 Wisconsin St., Suite 100
Dallas, TX 75229
Report
(972)620-8911
TBPE Firm No. 813
Our Report No.:110991-67
CRESTSTONE GROUP
Tested For:
ATTN:DAVID HAYES
YONAS TANGA
PM:
225 E. HWY 121, #120
COPPELL, TX 75019
(214) 488-5255
Fax Number:
RED HAWK RESIDENTIAL
Project Desc:
NWC OF BETHEL SCHOOL RD. AND DENTON TAP RD.
FIELD DATA
PAVING/DRIVE APPROACH FOR 12' DRIVE (HAND POUR)
Placement Location:
WASHINGTON DRIVE@ STATION 10+35
Sample Location:
2/6/2012952
Date Placed:Plant Number:
4:11 PM6292621
Time Placed:Delivery Ticket No.:
4.01701
Slump (ASTM C-143):Mix ID:
4.4(ASTM C-173)ALPHA
Air Content:Made By:
53
Air Temperature:
ASTM C-31
Cured Specification:
61
Specimen Temperature:
2/7/2012
Date Received:
Best, David
Field Data Submitted By:
LATTIMORE
Mix Data Submitted By:
CYLINDER COMPRESSION TEST RESULTS
LabCureCapDateAgeArea:Max
BreakAvg.Avg.Avg Depth/
PSI:
No.:Type:Type:Spec:Tested:(Days):LengthWidthDiameterSq. In.Load:
81LABC-12312/13/201278N/A412.56451203590
82LABC-12313/5/2012288N/A412.56609804860
83LABC-12313/5/2012288N/A412.56612304880
84LABHOLDHOLD8N/A412.560
Specifications:284000
PASS
Results to Date:
Creststone Group, Glenn Thurman, Inc., City of Coppell, KART, City of Coppell, Creststone Group
CC:
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, Inc.
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064 AND C138. Compression strength tests per
ASTM C39. Our test results and reports are for the exclusive use of the Client (and their designated recepients on file in our office) and shall not be reproduced and/or
distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the
samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
128668
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting