ST0502B- LR151216 (2)ALLIANCE
GEOTECHNICAL
GROUP
Consulting Engineering " Geotechnical Engineering " Construction Materials
3228 Halifax Street, Sulte A, Dallas, Texas 75247
Phone; (872) 444-8889 Fax: (972) 444.8893
Quantity Represented 10 cu, yds. at 10 cu yds. placed of a 10 cu yd, total placement
Remarks'
Test Method (As Applicable): Unless nosed in remarks, concrete was sampled and tested in accordance with ASTM TM 2172, d ,
01064 and C1 3B. Compressive strength test per ASTM C39. Air Content was per ASTM G231 and
cylinders were not capped per ASTM C617
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Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CML 7epartmcni Manager
If NO I
:I Ilii W "OR A'I'! the i;til 1'.? ll cIAtiI:A RTI:- JR Iu/;1C: I:URI IFJOi :Al',I''All lII ?II It) 'af 1l: IiUI III �lll'lII Y1IYl f+I'RII Si 1tJ INAN UYN(Ir1!NG OVAL 1111'( A5tiU 2ANi E PROG'RIAM UNIICA
1 55 50 1
' 111- OJA6! 1 II b C.t ,1f,p1�R1 IJ! I Y ;IIF N I IllAl o., .`1.1"11 AI? ''!IODUC:13 pr(I I. 1;,r
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File No: C15-0812
Date Sampled: 12/08/2015
Acct ID: 1770
Sampled By: Rooney, David
Report Date: 12/16/2015
By Order Of: Walter
Project: Freeport Parkway North
Order Number: 1770It
Location: Inlet at Station 10+31
Number of
Specimens 4
C1101* Cil of Cop.)ell
I. . -- COMPRESSIVE STRENGTH TEST
� 09
RE -PORT REPORT OF CONC,RE.TE
Test Method: See Below
Matorial. Concrete
- — -
TEST RESULTS
Report No: 1989 09
Page 1 of 1
Maxlmurrl Compressive
Strength
Average
Strength Tested
Spec Age Tested Diameter Area
Load Cure
bs Type Loc (PSI)
('' )
(PSI) By Comments
Nbr (dale days) (In) (in)
Break
Lab 4,200
4,200
A 1211505 7 6.00 28 27
118.680 Type 3
a 01/O5116 28 6 00 18 27
Lab
Lab
C 011105116 28 6 00 28 27
HOLD (see remarks) -
D
-Type
I
1 Type 2 Type 3 Type 4 Type 5
'
Type 6
Specification
Strength. 4,200 psi @ 28 days
Slurnp: 4.5 Inches
Transported B Red! Mix
y'
Slump: 3-5
Air Content: 3.1%
Source/Sampled At: Truck / Center
Air Content•. 3 6
mix Code: 10M21524
Plant; P259
Truck/Ticket No: 1240 / 25203056
Date Received 12/09/2015
Curing Method Standard
Time Sampled: 3:20 pm
1-ime Batched: 2:29 pin
femp.: Ambient 72°F Mix: 15°I=
Quantity Represented 10 cu, yds. at 10 cu yds. placed of a 10 cu yd, total placement
Remarks'
Test Method (As Applicable): Unless nosed in remarks, concrete was sampled and tested in accordance with ASTM TM 2172, d ,
01064 and C1 3B. Compressive strength test per ASTM C39. Air Content was per ASTM G231 and
cylinders were not capped per ASTM C617
U,ly dy Cl �:,;p;vi'I i,Ct�ilpnli I X) AI'r 09)e1 !1 L:o s.opyl
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CML 7epartmcni Manager
If NO I
:I Ilii W "OR A'I'! the i;til 1'.? ll cIAtiI:A RTI:- JR Iu/;1C: I:URI IFJOi :Al',I''All lII ?II It) 'af 1l: IiUI III �lll'lII Y1IYl f+I'RII Si 1tJ INAN UYN(Ir1!NG OVAL 1111'( A5tiU 2ANi E PROG'RIAM UNIICA
1 55 50 1
' 111- OJA6! 1 II b C.t ,1f,p1�R1 IJ! I Y ;IIF N I IllAl o., .`1.1"11 AI? ''!IODUC:13 pr(I I. 1;,r
�:�Af<I"r::r!1. IE' x(%Ir/yl�'I :.;:L 0!' 1'1 !i A.)iiI .:1 I.D, IS.N I1 NII M1, FI'>I Ili 111 141 1'121,)11I,It;1114411l t()LJl WRil f[NPr_RMIS`✓ION