Vista Ridge 1R-8 D-LR050914 Geotechnlcal
SAM ENGINEERING & TESTING, INC.
1~ Serving The Gee-industry Since 1974 .~
1115 Luke Street, Suite 100 Envtror~menl~l
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
IN-PLACE DENSITY OF SOIL
CLIENT: 5301JBP' LPvillage Creek Drive~.~aft~.. "A~ii1~1i~ } REPORT DATE: 9/14/05 TEST DATE: 9/12/05
Plane, TX 75093 ~/ TEST METHOD:ASTMD-2292 & 3017
PROJECT: The Plaza ture *ASTM D698A - See Proctor Report for Detail~a
Highway 1,~dr& Ridgemont
Lewisville~& Coppell, TX '~ Minimum Required Compaction = 95%
ATTN: Neal Heckel SE&T TECHNICIAN: Adel Alhemidawi
~~~TEST AREA~ ?~ ~~~FIELD RESULTS ~LAB RESULTS~* ~
Franchise
Southwest Corner - Lot # 5 1st 1 112 14 1 115 10 10-1 ~ 97 P
Southwest Corner - Lot # 5 Final 1 111 13 1 115 10 10-1 96 P
Northwest Corner - Lot # 6 1st 1 112 13 1 115 10 10-1 97 P
Northwest Corner - Lot # 6 Final 1 113 14 I 115 10 10-1, 98 P
West of Fire Lane @ 24' AE 5 & 6 1st 1 112 13 1 115 10 10-1~ 97 P
West of Fire Lane @ 24' AE 5 & 6 Final 1 112 12 1 115 10 10-1 97 P
Eastside of 10' p.W~E., 700' S. of Highland 1st 1 102 19 3 106 17 17-2 96 P
Eastside of 10' p. WE., 700' S. of Highland Final 1 101 20 3 106 17 17-2 95 P
Westside of 10' p.W.E., 700' S. of Highland 1st I 101 21 3 106 17 17-2 95 P
Westside of 10' PW.E, 700' S. of Highland Final 1 t02 20 3 106 17 17-; 96 P
Northwest Corner - Lot # 5 1st 1 101 19 3 106 17 17-2 95 P
Northwest Corner - Lot # 5 Final 1 102 19 3 106 17 17-2 96 P
Northside Center - Lot # 5 1st 1 102 18 3 106 17 17-2 96 P
Northside Center - Lot # 5 Final 1 103 19 3 106 17 17-2 97 P
Northwest Corner - Lot # 5 1st 1 102 19 3 106 17 17-2 96 P
Northwest Corner - Lot # 5 Final 1 103 18 3 106 17 17-21 97 P
Lot # 5, West end of 24' F.A.U.E. East-West 1st 1 102 18 3 106 17 17-21 96 P
Lot # 5, West end of 24' F.A.U.E. East-West Final 1 102 19 3 106 17 17-21 96 P
10' PW.E 568' South of Highland 1st 1 102 19 3 106 17 17-21 96 P
10' p.W.E 568' South of Highland Final 1 101 18 3 106 17 17-21 95 P
Westside Center of Lot # 3 & 4 1st 1 102 19 3 106 17 17-21 96 P
Westside Center of Lot # 3 & 4 Final 1 103 17 3 106 17 17-21 97 P
10' p.W.E. 426' South of Highland 1st 1 102 18 3 106 17 17-21 9~6 P
10' p~W.E. 426' South of Hi~]hland Final 1 101 20 3 106 17 17-21~95 P
10' p. WE. 336' South of Highland 1st 1 101 19 3 106 17 17-21 95 P
10' P W E 336' South of Highland Final 1 102 17 3 106 17 17-2 96 P
Westside Center of Lot # 3 1st 1 102 18 3 106 17 17-21 P
Westside Center of Lot # 3 Final 1 103 20 3 106 17 17-21 P
Northwest Corner of Lot # 3 1st 1 101 19 3 106 17 17-21 P
Northwest Corner of Lot # 3 Final 1 101 18 3 106 17 17-21 95 P
Southwest Corner of Lot # 2 1st 1 101 20 3 106 17 17-21 95 P
Southwest Corner of Lot # 2 Final 1 103 18 3 106 17 17-21 97 P
Northwest Corner of Lot # 2 1st 1 102 19 3 106 17 17-21 96 P
Northwest Corner of Lot # 2 Final 1 103 18 3 106 17 17-21 97 P
SAM ENGINEERING TESTING, INC.
Serving The Goo-Industry Since 1974 .~
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
PROJECT # 308TXlK5 REPORT # 27 PAGE 2 OF 2
TEST AREA FIELD RESULTS LAB RESULTS *
:i0, pW.E 180' South of Highland 1st 1 101 18 3 106 17 17-21 95 P
10' p W.E 180' South of Highland Final 1 102 17 3 106 17 17-21 96 P
'10' p.W.E. 150' South of Highland 1st 1 101 19 3 106 17 17-21 95 P
10' P.W.E. 150' South of Highland Final 1 101 18 3 106 17 17-21 95
10' P.W.E. 60' South of Hi~lhland 1st I 94 t8 3 106 17 17-21 ~d '~88
10' P.W.E. 60' South of Highland Final 1 99 17 3 '106 17 17-2'1[.. ~
Fire Lane - 40' South of Highland East-West 1st 1 101 19 3 106 17 17-21_,/ ~
Fire Lane - 40' South of Highland East-West Final 1 102 18 3 106 17 17.~"' 96 P
10' p.W.E. 60' South of Highland 1st 1 101 19 3 106 17 11~21 95 p**
10' p.W.E. 60' South of Highland Final 1 101 18 3 106 17/7-21 95 p**
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Note~: · The~e densities failed due to Iow compaction. ~.~
· ~ lhe$o den~itie~ pa~,ed on r~-te~t. I
All densities meet the minimum required values unless otherwise qbted It has been a pleasure to serve you on this
project and we trust that this report is satisfactory.
Very Truly Yours,
SAM Engineering & Testing, L.P.
Sadik (SAM) AI-Musawe, M.Sc., Ph.D., P.E.
Civil & Environmental Engineer
Texas Registration Number: 61893
SAM ENGINEERING TESTING, INC.
1~ Serving The Goo-Industry Since 1974 ,~
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT
CLIENT: JBP, LP STANDARD 6" X 12"
5301 Village Creek Drive, Suite A AREA 28.27 SQ. IN.
Piano, TX 75093
,~1~-~ I~ REPORT DATE: 9/14/05
PROJECT: The Plaza Infrastructure
Highway 121 & Ridgemont ~.,/j' J[ J SAMPLE DATE: 8/10/05
Lewisville & Coppell, TX
ATTN: Neal Heckel
PROJECT
NO.:
308TXlK5
REPORT NO.: ~6
SE&T TECHNICIAN: Mark Brumiey
LOCATION OF P~CEMENT: Pavin~ - Intersection of Plaza Blvd. ~ Sta ¢ 9+50 PAGE 1 OF 1
Time Arrived: 7:00 AM Concrete Supplier: 6ilco
Time Le.: 3:15 PM Ticket ~: N/A
Slump (Inches): 2 Truck ¢: N/A
Concrete Temperature (F): 81 Time Batched: 11:15 AM
% Air Content: 5 Time Sampled: 11:30 AM
Total No. of Test C~linders Made: 4 Product Code: N/A
Total Cubic Yards Placed: 100 Cement: N/A
Added Water: N/A FI~ Ash: N/A
Weather Conditions: Cloudy & Hot Coarse Aggregate: N/A
Air Temperature (F): 84 Water: N/A
Unit Weight of Fresh Concrete: 152 % Air Content: N/A
lA 7 8/17/05 150 81,000 ~ ?~ Sin¢le Shear 4000/28
1B 14 8/24/05 151 86,000 ~ Single Shear 4000/28
1C 28 9/14/05 151 115,000~ Sin¢le Shear 4000/28
1 D 28 9/14/05 150 125,000 d~B Single Shear 4000/28
Curing ASTM C-31 Test Method Cylin~ y: Cylinders Tested By:
Slump ASTM C-143 ASTM C-39 & 231 SE&T
Remarks: Tested concrete meets/exceeds required strength.
Sadik (SAM) AI-Musawe, M.Sc., Ph.D, P.E.
Civil & Environmental Engineer
Texas Registration Number: 61893
This repod is for the sole use of the client addressed. The use of our company name must receive our prier written consent,
This repod only applies to the samples tested and does not necessarily represent identical or similar samples.
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