Westhaven-LR130522 ALPHA +\ATESTING REPORT OF FIELD
2209 Wisconsin Street,Suite 100 COMPACTION TESTS
Dallas,Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No.813
TESTED FOR: Standard Pacific Homes- Irving DATE: 05/22/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2-Mass Grading OUR REPORT NO.: 130127-103D
Coppell, Texas
TEST DATA: TECHNICIAN: Don Hinton
TEST ELEV. SOIL ID
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
2237 05/22/13 FG-4.0 1 11.9 117.9 14.2 114 r 97 1-A
2238 05/22/13 FG-3.0 1 11.9 117.9 15.7 113 r 96 1-A
2239 05/22/13 FG-2.0 1 11.9 117.9 15.2 116 1 99 1-A
2240 05/22/13 FG-1.0 1 11.9 117.9 15.1 116 98 1-A
■
2241 05/22/13 FG-5.0 1 11.9 117.9 13.1 118 ` 100 1-A
2242 05/22/13 FG-4.0 1 11.9 117.9 12.8 119 .n 101 1-A
2243 05/22/13 FG-3.0 1 11.9 117.9 13.6 117 __.9 1-A
TEST LOCATION:
2237 Sanitary Sewer Line L at Station 1+82
2238 Sanitary Sewer Line L at Station 1+85
2239 Sanitary Sewer Line L at Station 1+88
2240 Sanitary Sewer Line L at Station 1+90
2241 Sanitary Sewer Manhole on Line L at Station 3+18- North
2242 Sanitary Sewer Manhole on Line L at Station 3+18-East
2243 Sanitary Sewer Manhole on Line L at Station 3+18-West
1. FILL l'i• IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGR•% PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZE' •-PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT THE• ED • RETEST
I 1� 1-
Attef
Abushakra,P.E.
V � ALPHA TESTING,INC.
Our test results and reports are • . -clusive 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.
ALPHA + TESTING REPORT OF FIELD
2209 Wisconsin Street,Suite 100
COMPACTION TESTS
Dallas,Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Standard Pacific Homes- Irving DATE: 05/22/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2- Mass Grading OUR REPORT NO.: 130127-103E
Coppell,Texas
TEST DATA: TECHNICIAN: Don Hinton
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER PCF % PCF COMPACTION
2244 05/22/13 FG-2.0 1 11.9 117.9 12.8 116 9 1-A
2245 05/22/13 FG-8.0 1 11.9 117.9 12.8 117 99 1-A
2246 05/22/13 FG-7.0 1 11.9 117.9 13.0 117 99 1-A
2247 05/22/13 . FG-6.0 1 11.9 117.9 12.2 118 1007 1-A
2248 05/22/13 FG-5.0 1 11.9 117.9 11.9 118 100 1-A
2249 05/22/13 FG-4.0 1 11.9 117.9 13.0 119 101 1-A
2250 05/22/13 FG-3.0 1 11.9 117.9 13.1 114 97 1-A
TEST LOCATION:
2244 Sanitary Sewer Manhole on Line L at Station 3+18-South
2245 Sanitary Sewer Line L at Station 4+50
2246 Sanitary Sewer Line L at Station 4+52
2247 Sanitary Sewer Line L at Station 4+55
2248 Sanitary Sewer Line L at Station 4+58
2249 Sanitary Sewer Line L at Station 4+60
2250 Sanitary Sewer Line L at Station 4+62
I. FILL `A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Attef Abushakra,P.E.
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.
ALPHA /•l\ TESTING REPORT OF FIELD
2209 Wisconsin Street, Suite 100 COMPACTION TESTS
Dallas,Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No.813
TESTED FOR: Standard Pacific Homes- Irving DATE: 05/22/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2-Mass Grading OUR REPORT NO.: 130127-103B
Coppell, Texas
TEST DATA: TECHNICIAN: Don Hinton
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
2223 05/22/13 FG-1.0 5 14.4 111.9 16.2 112 (100 1-A
2224 05/22/13 FG-6.0 5 14.4 111.9 13.6 116 _104 1-A
2225 05/22/13 FG-5.0 1 11.9 117.9 14.0 118 100 1-A
2226 05/22/13 FG-4.0 1 11.9 117.9 15.8 115 ( 97 1-A
2227 05/22/13 FG-3.0 1 11.9 117.9 14.0 118 ■-.100 1-A
2228 05/22/13 FG-2.0 1 11.9 117.9 16.0 116 ( 98 1-A
2229 05/22/13 FG-1.0 1 11.9 117.9 12.6 118 100 1-A
TEST LOCATION:
2223 Sanitary Sewer Manhole on Line J at Station 5+85-West
2224 Sanitary Sewer Line K at Station 1+75
2225 Sanitary Sewer Line K at Station 1+78
2226 Sanitary Sewer Line K at Station 1+80 ,
2227 Sanitary Sewer Line K at Station 1+82
2228 Sanitary Sewer Line K at Station 1+85 •
2229 Sanitary Sewer Line K at Station 1+88
iiii..,1. FILL *A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPL ITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
. I i ii) Vi'1 Attef Abushakra,P.E.
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.
ALPHA / TESTING REPORT OF FIELD
2209 Wisconsin Street, Suite 100
COMPACTION TESTS
Dallas,Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No.813
TESTED FOR: Standard Pacific Homes- Irving DATE: 05/22/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2-Mass Grading OUR REPORT NO.: 130127-103C
Coppell,Texas
TEST DATA: TECHNICIAN: Don Hinton
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
2230 05/22/13 FG-4.0 2 9.2 124.4 12.1 121 97 1-A
2231 05/22/13 FG-3.0 2 9.2 124.4 11.6 122 98 5 1-A
2232 05/22/13 FG-2.0 2 9.2 124.4 12.9 119 96 1-A
2233 05/22/13 FG-1.0 2 9.2 124.4 12.6 118 95 1-A
2234 05/22/13 FG-7.0 1 11.9 117.9 13.4 118 / 100 j 1-A
2235 05/22/13 FG-6.0 1 11.9 117.9 13.6 117 Li 99 1-A
2236 05/22/13 FG-5.0 1 11.9 117.9 13.7 117 99( _ 1-A
. TEST LOCATION:
2230 Sanitary Sewer Manhole on Line J at Station 3+51 -North
2231 Sanitary Sewer Manhole on Line J at Station 3+51 -East
2232 Sanitary Sewer Manhole on Line J at Station 3+51 -South
2233 Sanitary Sewer Manhole on Line J at Station 3+51 -West
2234 Sanitary Sewer Line L at Station 1+75
2235 Sanitary Sewer Line L at Station 1+78
2236 Sanitary Sewer Line L at Station 1+80
1. FILL *A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
if-
Attef Abushakra,P.E.
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.
ALPHA \ T E S T I N G REPORT OF FIELD
2209 Wisconsin Street, Suite 100 COMPACTION TESTS
Dallas,Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Standard Pacific Homes- Irving DATE: 05/22/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2-Mass Grading OUR REPORT NO.: 130127-103
Coppell, Texas
TEST DATA: TECHNICIAN: Don Hinton
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
2209 05/22/13 FG-6.0 5 14.4 111.9 16.5 109 97 1-A
2210 05/22/13 FG-5.0 5 14.4 111.9 17.6 108 96 1-A
2211 05/22/13 FG-4.0 5 14.4 111.9 16.4 109 98 1-A
2212 05/22/13 FG-3.0 1 11.9 117.9 12.1 117 99 1-A
2213 05/22/13 FG-2.0 1 11.9 117.9 12.5 115 98 1-A
2214 05/22/13 FG-1.0 1 11.9 117.9 13.0 117 99 1-A
2215 05/22/13 FG-5.0 1 11.9 117.9 13.2 117 99 1-A
TEST LOCATION:
2209 Sanitary Sewer Line J at Station 2+00
2210 Sanitary Sewer Line J at Station 2+02
2211 Sanitary Sewer Line J at Station 2+05
2212 Sanitary Sewer Line J at Station 2+08 1
2213 Sanitary Sewer Line J at Station 2+10 I
2214 Sanitary Sewer Line J at Station 2+12
2215 Sanitary Sewer Line J at Station 4+00
1. FILL •A. IN PLACE PERCENT MOISTURE�t 4 ' - tT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NO •`• Y WITH SPECIE ATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY H PE FICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
ri Attef Abushakra,P.E.
4 111\18 ALPHA TESTING,INC.
Our test results and reports are for the exclusive use of the Client(and their designated recipients on fi e 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.
ALPHA / TESTING REPORT OF FIELD
2209 Wisconsin Street,Suite 100
COMPACTION TESTS
Dallas,Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No.813
TESTED FOR: Standard Pacific Homes- Irving DATE: 05/22/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2-Mass Grading OUR REPORT NO.: 130127-103A
Coppell, Texas
TEST DATA: TECHNICIAN: Don Hinton
TEST ELEV. SOIL ID
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
2216 05/22/13 FG-4.0 1 11.9 117.9 14.2 113 95 1-A
2217 05/22/13 FG-3.0 1 11.9 117.9 13.8 113 96 1-A
2218 05/22/13 FG-2.0 1 11.9 117.9 14.2 112 95 1-A
2219 05/22/13 FG-1.0 5 14.4 111.9 17.4 109 97 1-A
2220 05/22/13 FG-4.0 5 14.4 111.9 18.4 106 95 1-A
2221 05/22/13 FG-3.0 5 14.4 111.9 16.7 109 97 1-A
2222 05/22/13 FG-2.0 5 14.4 111.9 16.5 109 98 1-A
TEST LOCATION:
2216 Sanitary Sewer Line J at Station 4+05
2217 Sanitary Sewer Line J at Station 4+08
2218 Sanitary Sewer Line J at Station 4+10
2219 Sanitary Sewer Line J at Station 4+12
2220 Sanitary Sewer Manhole on Line J at Station 5+85-North
2221 Sanitary Sewer Manhole on Line J at Station 5+85-East
2222 Sanitary Sewer Manhole on Line J at Station 5+85-South
1. FILL *A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST . qii- ,4
Attef Abushakra,P.E.
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 idenfical or similar
specimens.