Vista Ridge 1R-8 D-LR050803SAM ENGINEERING ~ TESTING, L.P. ~
Serving The Geodndustry Since 1974 '~
1115 Luke Street, Sude 100 E .......~
Irving, Toxas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT
CLIENT: JBP, LP ~TANDARD 6" X 12"
5301 Village Creek Drive, Suite A AREA 28.27 SQ. IN.
Piano, TX 75093
REPORT DATE: 813/05
PROJECT: The Plaza Infrastructure
Highway 121 & Ridgemont SAMPLE DATE: 6/30/05
Lewisvifle & Coppell, TX
F~ROJECT NO.: 308TXIK$
ATTN: Neal Heckel
REPORT NO.: 1
SE&T TECHNICIAN: Dominic Gonzales
LOCATION OF PLACEMENT: Oft-Site Man Hole, Sanitary Sewer
Line A ~ Sta # 0+00 PAGE 1 OF 1
Time Arrived 300 PM Concrete Supplier LMC
Time Left 500 PM Ticket #: 319751 ?
Slump (Inches): 1 0 Truck #: 1049
Concrete Temperature (F): 95 Time Batched: 2:59 PM
% Air Content: N/A Time Sampled 3:50 PM
Total No. of Test Cylinders Made 4 =roduct Code: 1701
Total Cubic Yards Placed: 14 3ement: N/A
Added Water: NIA :ly Ash: N/A
Weather Conditions: Cloudy & Hot 3oarse Aggregate: NIA
Air Temperature (F) 96 ~ater: N/A
Unit Wei~lht of Fresh Concrete: N/A % Air Content N/A
~ ' ~ ~ "~ ~ .......... ~ ,~l~:e~qu red'
lA 7 7~7~05 147 92,000 3253 Single Shear 4200128
1 B 14 7/14/05 146 105,000 3714 Single Shear 4200/25
1C 28 7~28~05 147 119 000 4208 Single Shear 4200/28
lO 28 7~28~05 146 121,000 4279 Single Shear 4200128
Curing ASTM C 31 Te¢ Method Cyhnder Made By Cyhnders Tested By
Slump ASTM C-143 M C 39 & 231 SE&T SE&T
SAM ENGINEERING & TESTING, L.P.
Serving The GeoJndus~ry Since 1974
1115 Luke Street, Suite 100
Irving, Texas 75061
SAM ENGINEERING & TESTING, L.P.
1~ Serving The Geo-lndustry Since 1974 __
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
Geotechnical
Failure
GENERALREPORT
REPORT DATE: 8/4/05
SAMPLE DATE: 7~29/05
CLIENT:
PROJECT:
JBP, LP
5301 Village Creek Drive, Suite A
Piano, TX 75093
The Pla~ture
Highway 121 & Ridgemont
Lewisville & Coppell, TX
PROJECT NO.: 308TXlK$
REPORT NO.: 9
METHOD OF TEST: VISUAL
ATTN: Neal Heckel
On the above date, representatives of SAM Engineering & Testing, L.P. performed the following testing
and inspection services:
1. Visited the site and inspected the 12 Franchise Utilitie ditches.
2, Each ditch was measured and found to be a minimum of
3. The above appeared to be in-accordance with
PAGE 1 OF 1
,, r~g,. L.P. performed thCg ~r~d~~ving testing
U m~i ~ depth bel°w exi'stin .,..~.~_~.~.~,~.i~
·
Very Truly Yours,
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 prior written consent,
This report applies only to the sample tested and does not necessarily represent identical or similar samples.
SAM ENGINEERING & TESTING, L.P.
Serving The Geo-lndustry Since 1974
1115 Luke Street, Suite 100
Irving, Texas 75061
I' Ph..gn.e:.J9Z2-.,L79..~-19.1p_' .F:.~cX;. (9...72~. 7~.0;.0~.67
N-PLACE DEN~511Y UI- ~SUIL
Geotechnical
Environfflen~a~
CLIENT: JBP, LP
5301 Village Creek Drive, Suite A
Piano, TX 75093
PROJECT: The Plaza Infrastructure
Highway 121 & Ridgemont
Lewisville & Coppell, TX
PROJECT #: 308TXIK5
ATTN: Neal Heckel
REPORT DATE: 8~3/05 TEST DATE:
TEST METHOD:ASTMD-2292 & 3017
*ASTM D698A - See Proctor Report for Details
Minimum Required Compaction = 95%
REPORT #: 8 PAGE 1 OF 1
SE&T TECHNICIAN: Adel Almehdawi
7/29/05
'ranchise @ Plaza Blvd. Sta # 1+00
Franchise @ Plaza Blvd. Sta # 1+00
Franchise ~ Plaza Blvd. Sta # 5+50
Franchise ~'Plaza Blvd. Sta # 5+50
Franchise ~ Plaza Blvd. Sta # 7+50
Franchise ~ Plaza Blvd. Sta # 7+50
Franchise @ Plaza Blvd. Sta # 9+00
Franchise ~ Plaza Blvd. Sta # 9+00
Franchise ~ Plaza Blvd. Sta # 10+00
Franchise @ Plaza Blvd. Sta # 10+00
Franchise ~ Plaza Blvd. Sta # 1t+00
Franchise ~ Plaza Blvd. Sta # 11+00
Blvd. Sta # 11+50
Franchise ~ Plaza Blvd. Sta # 11 +50
Franchise ~ Plaza Blvd. St,3 # 13+00
Franchise @ Plaza Blvd. Sta # 13+00
Franchise @ Block A, Lot #20 & 21
Franchise, Block A, Lot # 20 & 21
~ Block A, Lot # 26 & 27
Franchise ~ Block A, Lot # 26 & 27
Franchise @ Block A, Lot # 32 & 33
Franchise @ Block A, Lot # 32 & 33
Franchise Block A, Lot # 38
~ise ~ Block A, Lot # 38
Franchise ~ Plaza Blvd. Sta # 10+00
Franchise ~ Plaza Blvd. Sta # 11+00
F ran chise ~ Plaza Blvd. Sta # 11+50
Franchise ~ Plaza Blvd. Sta # 13+00
Franchise ~ Block A, Lot # 38
110 115 10-14
111 115 10-14
112 115 10-14
113 115 10-14
110 115 10-14
110 115 10-14
113 115 10-14
113 115 10-14
93 115 10-14
111 115 10-14
93 115 10-14
112 115 10-14
112 115 10-14
94 115 I0-14
111 115 10-14
112 116 12-16
113 116 12-16
111 116 12-16
111 116 12-16
112 116 12-16
111 116 12-16
97 116 12-16
113 116 12-16
113 115 10-14
111 115 10-14
111 115 10-14
112 115 10-14
113 116 12-16
Note: * These densities failed due to Iow compaction and Iow moisture.
· * These densities passed on re-test. I I
All densities meet the minimum required values unless otherwise noted. It has been a
project and we trust that this report is satisfactory.
pleasure to serve you on this
Very Truly Yours,
SAM Engineering & Testing, L.P.
Sadik (SAM) AI-Musawe, M.Sc., Ph.D., P.E.
Civil & Environmental Engineer
Texas Reoistration Number: 61893