Vista Ridge 1R-8 D-LR051007 & TESTING, L.P.
~ Serving The Geo-lndustry 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"
AREA 28.27 SQ. IN.
PROJECT:
5301 Village Creek Drive, Suite A
Piano, TX 75093
~--~Pl~a Infrastructure ~
-- I-I1~,..~_1.11~" ° P.;~,,,U,,L
Lewisville & Coppell, TX
ATTN: Neal Heckel
SE&T TECHNICIAN: Brian Taylor
LOCATION OF PLACEMENT:
Time Arrived: 2:00 PM
Slump (Inches):
Concrete Temperature (F):
% Air Content:
REPORT DATE: 10/7/05
AMPLE DATE: 9/9/05
ROJECT NO.: 308TXIK$
REPORT NO.: 25
- Villa Lane PAGE 1 OF 2
Concrete Supplier: TXI
Ticket #:
Time Left: 5:00 PM C698079
4.5 Truck #: 831
90 Time Batched: 12:45 PM
1.2
Time Sampled: 2:10 PM
Total No. of Test Cylinders Made: 4
Total Cubic Yards Placed: 8
~,dded. Water: 10 Gallons
Weather Conditions: Hot & Sunny
95
Product Code: B8274
Cement: N/A
~ Ash: N/A
Coarse Aggregate: N/A
Water: N/A
145 % Air Content: N/A
Air Temperature (F):
ht of Fresh Concrete:
1A 7 9/16/05 146 98,000 3466 le Shear 4000/28
1 B 14 9/23/05 145 115,000 4067 ~ Shear 4000/28
1C 28 10/7/05 145 140,000 4951 le Shear
1D 28 10/7/05 144 142,000 5022 4000/28
Curing ASTM C-31 Test Method Cylind Cylinders Tested By:
Slump ASTM C-143 ASTM C-39 & 231 SE&T SE&T
Remarks: Tested concrete meets/exceeds required strength.
Very Truly Yours,
Sadik (SAM) AI-Musawe, M.Sc., 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 report only applies to the samples tested and does not necessarily represent identical or similar samples.
SAM ENG NEERIN( &TEST, NG, L.P.
Serving The Goo-Industry Since 1974 ,~
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
CLIENT:
PROJECT:
CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT
JBP, LP
5301 Village Creek Drive, Suite A
Piano, TX 75093
The Plaza Infrastructure
Highway 121 & Ridgemont
Lewisville & Coppell, TX
~,TTN: Neal Heckel
SE&T TECHNICIAN: Brian Taylor
LOCATION OF PLACEMENT:
STANDARD 6" X 12"
AREA 28.27 SQ. IN.
REPORT DATE: 10/7/05
SAMPLE DATE: 9/9/05
PROJECT NO.: 308TXIK5
REPORT NO.: 25
) of Man Hole h Westbound 121
PAGE 2 OF 2
Time Arrived: 2:00 PM Concrete Supplier: LMC
Time Left: 5:00 PM Ticket #: 7156323
3.75 Truck #: 1125
Concrete Temperature (F): 89 Time Bitched: 3:05 PM
% Air Content: 1.6
Total No. of Test Cylinders Made: 8
Total Cubic Yards Placed: 6
3:40 PM
Product Code: 1701
Cement: N/A
Added Water: 0
~ Ash: N/A
Hot & Sunny N/A
98 Water: N/A
146 % Air Content: N/A
Weather Conditions:
2A 7
2B 14
2C 28
2D 28
Curing ASTM C-31
Slump ASTM C-143
Remarks:
9/16/05
9/23/05
10/7/05
10/7/05
145 99,OOO
145 111,000
145 139,000
144 140,000
Test Method
ASTM C-39 & 231
Tested concrete meets/exceeds required strength.
3501
3925
4916
4951
CylinderMade By:
SE&T
Single Shear
Sin~lle Shear
Sin~lle Shear
Single Shear
4200/28
4200/28
4200/28
4200/28
Cylinders Tested By:
SE&T
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 report only applies to the samples tested and does not necessarily represent identical or similar samples.