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ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & ENGINEERING
3228 Halifax Street • Dallas, Texas 75247 • Tel: 972 - 444 -8889 • Fax: 972 - 444 -8893
CONCRETE FIELD INSPECTION R ORT
CLIENT: CT - / of r 2` w/ 1 *\
/31 .
PROJECT: VI 1
REPORT DATE: .!
AGGREPORT #: C/ - 0 6 31 f - --'O /
SPECIFICATIONS _ SPECIMEN SIZE PROJECT DATA
Strength (psi): 1! d ' J "5 0 6 x 12 Cylinder Placement Date: /' 1' --/°
Slump (in.): 4 l ii /P''Q7 117i 4 x 8 Cylinder Sampled By: (• .»r -u--
Air Content ( %): 3 - 1 ' 0 3 x 6 Cylinder Weather: C/-
Concrete Temp ( °F); r f�l�� 0 2 x 4 Cylinder Supplier /Mix: 2. 1 ie - 306 ,5'
FIELD DATA SET #
Ticket #: ' 307 310?
� 0 3 / Time Batched: 02 i' Time Sampled: 3; oc
Slump (in.): , y Air Content: 3, ? / Unit Weight (pcf):
Conc. Temp. ( °F): a/' Ambient Temp. ( °F): 7 ' Yardage (c.y.): L /, S
Placement Location: c _, a/
T'l S `/
; :: -le' 1 ?-)r ; r 7. r_ 't e, , i - rc f/ 5 1
Sample Location:
Observations:
Tests performed : ' CONFORMED DO NOT CONFORM WITH SPECIFICATIONS / WHY?
Non - Conformance Notice was given to:
All cylinders were properly covered with: _BLANKET_.. -> BURLAP NOTHING
Where are these cylinders located on the jobsite? E.q ' d Y'4- irjc e
These cylinders have the following ID marking:
Set # Cylinder # Test Date Age (Days) Max. Load (Ibs) Area (sq. in.) Strength (psi) F.C. Notes
-0.. 1
o 4
ii
Remarks:
ON -SITE REPRESENTATIVE
Cr " k i6 da L!
ALLIANCE G OTECHNICAL GROUP, INC.
(PLEASE PRINT)
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4 Consulting Engineering * Geotechnical Engineering * Construction Materials
I ILLI C E 3228 Halifax Street, Suite A, Dallas, Texas 75247
ceoTectirilaiL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUt
Acct ID: 1770 File No: C10 -0631 Date Sampled: 11/09/2010
Report Date: 11/11/2010 Sampled By: Whitney, Steve
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: North wall east end bridge railing, middle of wall railing Order Number: Vendor #9176
Contractor: JRJ Paving Number of
Client: The City of Coppell Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 94717
Material: Concrete Test Method: See Below
TEST RESULTS Report No: 94717
Page 1 of 1
Maximum Compressive Average
Spec Age Tested Diameter Area Load Cure Strength Strength
Nbr (days) (in) (in (Ibs) Break Type Loc (PSI) (PSI) Comments
A 7 6.00 28.27 114,465 Type 1 Lab 4,050 4,050
B 28 6.00 28.27 Lab
C 28 6.00 28.27 Lab
D P--d (i' HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 11/10/2010 Slump: 5.0 Inches Transported By: LMC
Curing Method: Standard Air Content: 5.8% Source /Sampled At: Truck / Center
Time Sampled: 4:30 pm Plant: 3
Temp.: Ambient: 68 °F Mix: 69 °F Mix Code: 3069 Truck/Ticket No: 7003 / 3284830
Quantity Represented: 4.5 cu. yds. at 4.5 cu. yds. placed of a 4.5 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests perASTM C39.
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. Alliance Geotechnical Group
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
1 -hc The City of Coppell Attn: Mr. Larry Davis
Robert P. Nance, President
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.