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GROUP
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct ID: 1770 File No:
C15-0812
Date Sampled: 11/04/2015
Report Date: 12/03/2015 Previously Reported:
11/12/2015
Sampled By: Reyes, Jason
Project: Freeport Parkway North
By Order Of: Walter
Location: Wall and panel, Sampled; Wall 1, Panel 15
Order Number: 1770
Number of
Specimens: 4
Client. City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE
STRENGTH TEST
LAB 70
Met See Be
Test Method: See Below
Material: Concrete
TEST RESULTS
Report No: 196670
Page 1 of 1
Maximum
Compressive
Average
Spec Age Tested Diameter Area Load
(Ibs)
Cure Strength
Loc (PSI)
Strength Tested
(PSI) By Comments
Nbr (date : days) (in) (int)
Break Type
A 11/11/15 :7 6.00 28.27 121,390
Type 3 Lab 4,290
4,290 JR
B 12/02/15: 28 6.00 28.27 141,545
Type 3 Lab 5,010
JR
C 12/02/15: 28 6.00 28.27 145,625
Type 3 Lab 5,150
5,080 JR
HOLD (see remarks) -
I
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification
CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 4.25 Inches
Transported By: LMC
Slump: 3-5
Air Content: 3.8%
Source/Sampled At: Truck I Center
Air Content: 3-6
Mix Code: 1701
Plant: 956
T uck/Ticket No: 7003 163096503
Date Received: 11/05/2015 r
Curing Method: Standard
Time Sampled: 11:20 am
Time Batched: 10:46 am
Temp.: Ambient: 70°F Mix: 90°F
Unit Weight: 145.4 #/cu ft
Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 47.5 cu yd. total placement
Remarks:
Test Method (As Applicable): C1064 noted
deC138. sampled Compress ve st ength testpe ASTM tC39ed n accordance with ASTM 1 143,
Air Content was per ASTM C231 and
an
cylinders were not capped per ASTM C617.
Orig. City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
II iIS REPORT "APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPI l l51 IESSEDANDIOR OBSERVEDAND {ARF: NOT NECESSARILY INDICATIVE OF
IIiE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR IISITHLY REPRCSENT AN ONGOING OUAL11Y ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NP}1 10 111- REPRODUCE=D WITHOUT WRITTEN PERMISSION.
RLLiAnce
GGEOTECHIYICRL
GFi U
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct ID: 1770 File No: C15-0812
Date Sampled: 11/04/2015
Report Date: 12/03/2015 Previously Reported: 11/12/2015
Sampled By: Overstreet, Champ
Project: Freeport Parkway North
By Order Of: Walter
Location: 5-7'x4' Box culvert center walls, Sampled; Station 12+00 at north
Order Number: 1770
end
Number of
Specimens. 4
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 196895
Test Method: See Below
Material: Concrete
TEST RESULTS
Report No: 196895
Page 1 of 1
Maximum Compressive
Average
Spec Age Tested Diameter Area Load Cure Strength
(lbs) Loc (PSI)
Strength Tested
(PSI) By Comments
Nbr (date : days) (in) (int) Break Type
A 11/11/15 :7 6.00 2827 115,660 Type 3 Lab 4,090
4,090 JR
B 12/02/15 : 28 6.00 28.27 146,330 Type 3 Lab 5,180
JR
C 12/02/15: 28 6-00 28.27 144,455 Type 3 Lab 5,110
5,140 JR
HOLD (see remarks) -
D
-
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 5.0 Inches
Transported By: LMC
Slump: 3- 5
Air Content: 3.5%
Source/Sampled At: Truck I Center
Air Content: 3-5
Mix Code: 1701
Plant: 956
Truck/Ticket No: 1407 163096525
Date Received: 11/05/2015
Curing Method: Standard
Time Sampled: 4:50 pm
Time Batched: 4:00 pm
Temp.: Ambient: 72°F Mix: 82°F
Unit Weight: 147 #/cu ft
Quantity Represented: 9.5 cu. yds. at 19.0 cu. yds. placed of a 47.5 cu. yd. total placement
Remarks:C31, C172,
Test Method (As Applicable): C1064 and C138. Compressive strength test) per ed aASTM nd tC39ed n Air Content was paccordance with er STM1143,
Unless noted in remarks, concrete was C231 and
cylinders were not capped per ASTM C617.
Ong: City of Copp ell (CoppelI, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE 6AMPI-Lf6) TESTED AN01OR OBSERVED, ANVARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO n1EY kF..PRESENTAN ONoOma QUAL.ITYASSURANCE PROGRAM UNLESS SO
ED CLIENT AND ARE NOT TO
NOT ED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSITER 1'R:.)DUGF=1? WITHOUT WFIIT.ITN PERMISSION.