Red Hawk-LR111117Alpha Testing, Inc.
Concrete Compression Test
2209 Wisconsin St., Suite 100
Dallas, TX 75229
Report
(972)620-8911
TBPE Firm No. 813
Our Report No.:110991-34
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
INLET WALLS ON WASHINGTON DR. @ STATION 12+24.12 & 12+71
Placement Location:
SAME AS ABOVE
Sample Location:
11/10/201107
Date Placed:Plant Number:
1:55 PM7219953
Time Placed:Delivery Ticket No.:
1.01701
Slump (ASTM C-143):Mix ID:
3.6(ASTM C-173)ALPHA
Air Content:Made By:
80
Air Temperature:
ASTM C-31
Cured Specification:
79
Specimen Temperature:
11/11/2011
Date Received:
Shockley, Brent
Field Data Submitted By:
LMC
Mix Data Submitted By:
CYLINDER COMPRESSION TEST RESULTS
LabCureCapDateAgeArea:Max
BreakAvg.Avg.Avg Depth/
PSI:
No.:Type:Type:Spec:Tested:(Days):LengthWidthDiameterSq. In.Load:
17LABC-123111/17/20178N/A412.56630205020
18LAB12/8/2011288N/A412.560
19LAB12/8/2011288N/A412.560
20LABHOLDHOLD8N/A412.560
Specifications:283000
N/A
Results to Date:
Creststone Group, Glenn Thurman, Inc., City of Coppell, KART
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.
125647
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
II
Geotechnical Construction Materials Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:Creststone GroupDATE: 11/17/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-36
Coppell, Texas
TEST DATA:TECHNICIAN:Daniel Montenegro
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
59011/17/11FG-5.0116.6106.715.3104971-A
59111/17/11FG-4.5116.6106.714.91071001-A
59211/17/11FG-4.0116.6106.718.2104981-A
59311/17/11FG-3.5116.6106.719.1102961-A
59411/17/11FG-3.0116.6106.718.2104971-A
59511/17/11FG-2.5116.6106.718.7103961-A
59611/17/11FG-2.0116.6106.714.9102961-A
TEST LOCATION:Utilities
590Sanitary Sewer Service Line to Block B, Pad 24
591Sanitary Sewer Service Line to Block B, Pad 24
592Sanitary Sewer Service Line to Block B, Pad 24
593Sanitary Sewer Service Line to Block B, Pad 24
594Sanitary Sewer Service Line to Block B, Pad 24
595Sanitary Sewer Service Line to Block B, Pad 24
596Sanitary Sewer Service Line to Block B, Pad 24
1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted,
4. CEMENT TREATEDD. RETEST
Yonas Tanga
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients 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.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
II
Geotechnical Construction Materials Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:Creststone GroupDATE: 11/17/11
Coppell, Texas
PROJECT:OUR REPORT NO.:110991-36A
Red Hawk Residential
Coppell, Texas
TEST DATA:TECHNICIAN:Daniel Montenegro
MAXIMUM LABIN PLACEIN PLACE
OPTIMUM
TESTSOIL ID
ELEV.
PERCENT
DATE
COMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
59711/17/11FG-1.5116.6106.718.6105981-A
59811/17/11FG-1.0116.6106.716.11061001-A
59911/17/11FG-6.0116.6106.716.9103971-A
60011/17/11FG-5.5116.6106.715.2105981-A
60111/17/11FG-5.0116.6106.714.0104971-A
60211/17/11FG-4.5116.6106.717.4102961-A
60311/17/11FG-4.0116.6106.717.61071001-A
TEST LOCATION:Utilities
597Sanitary Sewer Service Line to Block B, Pad 24
598Sanitary Sewer Service Line to Block B, Pad 24
599Sanitary Sewer Service Line to Block B, Pad 27
600Sanitary Sewer Service Line to Block B, Pad 27
601Sanitary Sewer Service Line to Block B, Pad 27
602Sanitary Sewer Service Line to Block B, Pad 27
603Sanitary Sewer Service Line to Block B, Pad 27
1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted,
4. CEMENT TREATEDD. RETEST
Yonas Tanga
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients 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.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
II
Geotechnical Construction Materials Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:Creststone GroupDATE: 11/17/11
Coppell, Texas
PROJECT:Red Hawk ResidentialOUR REPORT NO.:110991-36B
Coppell, Texas
TEST DATA:TECHNICIAN:Daniel Montenegro
OPTIMUMMAXIMUM LABIN PLACEIN PLACE
TESTSOIL ID
ELEV.
PERCENT
DATECOMMENT*
MOISTUREDRY DENSITYMOISTUREDRY DENSITY
NO.NUMBER
COMPACTION
DEPTH
%PCF%PCF
60411/17/11FG-3.5116.6106.719.0102961-A
60511/17/11FG-3.0116.6106.714.3104971-A
60611/17/11FG-2.5116.6106.715.6104981-A
60711/17/11FG-2.0116.6106.715.0105981-A
60811/17/11FG-1.5116.6106.715.7105991-A
60911/17/11FG-1.0116.6106.716.8102951-A
TEST LOCATION:Utilities
604Sanitary Sewer Service Line to Block B, Pad 27
605Sanitary Sewer Service Line to Block B, Pad 27
606Sanitary Sewer Service Line to Block B, Pad 27
607Sanitary Sewer Service Line to Block B, Pad 27
608Sanitary Sewer Service Line to Block B, Pad 27
609Sanitary Sewer Service Line to Block B, Pad 27
1. FILL*A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADEB. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZEDC. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONSRespectfully Submitted,
4. CEMENT TREATEDD. RETEST
Yonas Tanga
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients 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.