Vista Ridge 1R-8 D-LR050902~ Se ' g eG - dus yS'nce1974 ~,
I~= 1115 Luke Street, Suite 100 ~'~-
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT
CLIENT: Toll Brothers RTANDARD 6" X 12"
2557 Southwest Grapevine Pa~rJeNay, # 100 AREA 28.27 SQ. IN.
Grapevine, TX 760~,/,,''~ _ ,e~
PROJECT: I~li:~v~emont ~~ f JRI~ORTDATE:9/2/05
Lewisville & Coppell, TX ~ ~,,~I~. ~ il~l~ ~' i~l~ SAMPLE DATE: 9/1/05
ATTN: ,eal Hecke, ~q ' 0~1m~'3~' PROJECT NO.: 30,TXlK5
REPORT NO.: 59
SE&T TECHNICIAN: Mark Brumley
LOCATION OF PLACEMENT: Turn Lane- North End of Ridgemont Drive PAGE 1 of 2
Time Arrived: 8:00 AM & 1:00 PM Concrete Supplier: Beall
Time Left: 10:00 AM & 3:00 PM Ticket #: 9046884
Slump (Inches): 4 Truck #: 1111
Concrete Temperature (F): 91 Time Batched: 7:50 AM
% Air Content: 3 Time Sampled: 8:40 AM
Total No, of Test Cylinders Made: 8 Product Code: 9999
Total Cubic Yards Placed: 220 Cement: N/A
Added Water: N/A FI}, Ash: N/A
Weather Conditions: Sunny & Hot Coarse A~lgregate: N/A
Air Temperature (FI: 94 Water: N/A
Uni % Air Content: N/A
lB 14 9/15/05 4000/28
1 C 28 9/29/05 4000/28
1 D 28 9~29~05 4000/28
Curing ASTM C-31 Cylinder Made By: Cylinders Tested By:
Slump ASTM C-143 & 231 SE&T
Remarks:~ ~I
Very Truly Yours~ ~
Sadik (SAM) AI-Musawe, M.Sc., Ph.D., P.E.
Civil & Environmental Engineer
Texas Registration Number: 61893
This repeal is for the sole use of the client addressed. The use of our company name must receive our prior written consent.
This report only applies to the samples tested and does not necessarily represent identical or similar samples.
G:I20051306txik51CDistrlCPISTR591MV
S^M & TESTI.G, I.C.
Serving The Geo-lndustry Since 1974
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
Geotechnical
CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT
'CLIENT: Toll Brothers STANDARD 6" X 12"
2557 Southwest Grapevine Parkway, # 100 AREA 28.27 SQ. IN.
Grapevine, TX 76051
REPORT DATE: 9~2/05
PROJECT: Plaza Townhomes
Highway 121 & Ridgemont SAMPLE DATE: 9/1/05
Lewisville & Coppell, TX
PROJECT NO.: 306TXlK5
ATTN: Neal Heckel
REPORT NO.: 69
SE&T TECHNICIAN: Mark Brumley
LOCATION OF PLACEMENT: Inlet To - Milan, Road Sta # 7+78~ PAGE 2 of 2
Time Arrived: 8:00 AM & 1:00 PM Concrete Supplier: LMC
Time Left: 10:00 AM & 3:00 PM Ticket #: 3200572
Slump (Inches): 4 Truck #: 1111
Concrete Temperature (F): 91 Time Batched: 1:49 PM
% Air Content: N/A Time Sampled: 2:30 PM
Total No. of Test Cylinders Made: 8 Product Code: 1701
Total Cubic Yards Placed: 220 Cement: N/A
Added Water: N/A FI), Ash: N/A
Weather Conditions: Sunn), & Hot 'Coarse Aggregate: N/A
Air Temperature (F): 94 Water: N/A
% Air Content: N
2B 14 9/15/05 4200/28
2C 28 9/29/05 4200/28
2D 28 9/29/05 4200/28
Curing ASTM C-31 /~;~lVIM;t_h3~d Cylinder Made By: Cylinders Tested By:
Slump ASTM C-143 & 231 SE&T
Remarks:
Very Truly Yours,
Sadik (SAM) AI-Musawe, MSc., Ph.D., P.E.
Civil & Environmental Engineer
Texas Registration Number: 61893
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent.
This repod only applies to the samples tested and does not necessarily represent identical or similar samples.
G:120051306txik51Cpistr/CPISTR591MV
SAM ENGINEERING & TESTING, INC.
~ Serving The Geo-lndustry Since 1974
~ 1115 Luke Street, Suite 100 ,~_~-~.
~ irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
Geo~echn~al
IN-PLACE DENSITY OF SOIL
CLIENT: JBP, LP J REPORT DATE: 9/2/05 TEST DATE: 9/1/05
5301 Village Creek Drive, ~ A
Piano, TX 75093 ~ TEST METHOD:ASTMD-2292 & 3017
PROJECT: The Plaza Infrastr~re *ASTM D698A - See Proctor Report for Details
Highway 121 & P~Igemont ,~ ~ o
Lewisville & Coppell, TX ~1.~1' ~.- Minimum Required Compaction = 95 Yo
PROJECT #: 308TXIK5~· ~;J ~' REPORT #: 21 PAGE 1 OF 1
ATTN: Neal Heckel "~ SE&T TECHNICIAN: Jude Bri~anc
TEST AREA FIELD RESULTS LAB RESULTS *
Storm Sewer Line B - 1 @ Sra. #3+00 Final 1 114 13 1 115 10 10-14 99 P
Storm Sewer Line B - 3 @ Sta. #3+00 Final 1 112 14 1 115 10 10-14 97 P
Roof Drain Building 5 W. Side 1St 1 109 14 1 115 10 10-14 95 P
Roof Drain Building 5 W. Side 2nd 1 111 14 1 115 10 10-14 96 P
Roof Drain Building 5 W. Side 3rd 1 112 14 1 115 10 10-14 97 P
Roof Drain Building 5 W. Side Final 1 110 12 1 115 10 10-14 95 P
Roof Drain Building 5 E. Side 1st 1 113 14 I 115 10 10-14 98 P
Roof Drain Building 5 E. Side 2nd 1 110 13 1 115 10 10-14 95 P
Roof Drain Building 5 E. Side 3rd 1 112 14 1 115 10 10-14 97 P
Roof Drain Building 5 E. Side Final 1 110 11 1 115 10 10-14 95 P
Roof Drain Building 4 W. Side 1st 1 111 13 1 115 10 10-14 96 P
Roof Drain Building 4 W. Side Final 1 114 11 1 115 10 10-14 99 P
Roof Drain Building 2 W. Side 1st 1 110 14 I 115 10 10-14 95 P
Roof Drain Building 2 W. Side Final 1 110 12 1 115 10 10-14 95 P
Roof Drain Building 1 W. Side 1st 1 114 13 1 115 10 10-14 99 P
Roof Drain Building 1 W. Side Final t 112 10 1 115 10 10-14 97 P
9et the mm~mum required values unless otherwise noted. 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) Al-Musawe, MSc, Ph.D, P.E
Civil & Environmental Engineer
Texas Registration Number: 61893