ST0502A- LR160318flLLIHPICE
(9EOTECFIIYIICRL
133ROUP
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: 02/18/2016
Report Date: 03/18/2016 Previously Reported: 02/27/2016 Sampled By: Maumalanga, John
Project: Freeport Parkway North By Order Of: Walter
Location: Misc. Concrete Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 204185
Test Method: See Below
TEST RESULTS Report No: 204185
Page 1 of 2
Set: 1 of 2 Material: Concrete
Location: Retaining wall, Panel 8, Sampled; Station 2+36.20
D 03/17/16.2
Type 1 Type 2 Type 3
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received: 02/19/2016
Curing Method: Standard
Time Sampled: 1:40 pm
Time Batched: 12:48 pm
Temp.: Ambient: 72°F Mix: 70°F
Number of Specimens: 4
Compressive
Average
Strength
Maximum
(PSI)
(PSI)
Spec
Age Tested
Diameter
Area
Load
3,250
Cure
Nbr
(date : days)
(in)
(int)
(Ibs)
Break Type
Loc
A
02/25/16: 7
6.00
28.27
88,285
Type 4
Lab
B
02/28/16: 7
6.00
28.27
95,515
Type 4
Lab
C
03/17/16: 28
6.00
28.27
131,195
Type 3
Lab
8
6 00
28 27
136 760
Type 3
Lab
D 03/17/16.2
Type 1 Type 2 Type 3
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received: 02/19/2016
Curing Method: Standard
Time Sampled: 1:40 pm
Time Batched: 12:48 pm
Temp.: Ambient: 72°F Mix: 70°F
Number of Specimens: 4
Compressive
Average
Strength
Strength Tested
(PSI)
(PSI)
By Comments
3,120
JR
3,380
3,250
JR
4,640
JR
4,840
4,740
JR
Type 4 Type 5 Type 6
CONFORMS
Slump: 4.5 Inches
Air Content: 4.0%
Mix Code: 1701
Transported By: LMC
Source/Sampled At: Truck / Center
Plant: 956
Truck/Ticket No: 9113 / 63098804
Quantity Represented: 9.5 cu. yds. at 9.5 cu. yds. placed of a 19.0 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted in C1064 and C138e Compressive strength testmarks, concrete was ) per ed aASTM nd tC39ed n accordance with ASTM 1 143,
Air Content was per ASTM C231 and
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
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
RLLIAIYCE
GQEOTEChII'IICRL
-
UROUP
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
D 03/17/16 , 28 6.
Date Sampled: 02/18/2016
Report Date: Q3/18/2016 Previously Reported: 02/27/2016
Type 3
Type 4
Sampled By: Maumalanga, John
Project: Freeport Parkway North
By Order Of: Walter
Location: Misc. Concrete
Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 204185
Test Method: See Below
TEST RESULTS
Report No: 204185
Page 2 of 2
Set: 2 of 2 Material: Concrete
Number of Specimens: 4
Location: Rip -Rap Station 13+33 - 13+70, Sampled; Station 13+50
Maximum
Compressive
Average
Spec Age Tested Diameter Area Load
Cure
Strength
Strength Tested
Nbr (date : days) (in) (int) (Ibs) Break Type
Loc
(PSI)
(PSI) By Comments
A 02/25/16: 7 6.00 28.27 147,990 Type 4
Lab
5,230
JR
B 02/25/16: 7 6.00 28.27 143,285 Type 4
Lab
5,070
5,150 JR
C 03/17/16: 28 6.00 28.27 179,445 Type 3
Lab
6,350
JR
00 28 27 182 475 Tv e3
Lab
6 450
6,400 JR
p
Type 1 Type 2
Type 3
Type 4
Type 5 Type 6
Specification
Strength: 3,000 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Date Received: 02/19/2016
Curing Method: Standard
Time Sampled: 3:30 pm
Time Batched: 2:53 pm
Temp.: Ambient: 71°F Mix: 70°F
CONFORMS
Slump: 4.0 Inches Transported By: Redi-Mix
Air Content: 4.2% Source/Sampled At: Truck I Center
Mix Code: 10J11524 Plant: 259
Truck/Ticket No: 0000 / 25254705
Quantity Represented: 10 cu. yds. at 20 cu. yds. placed of a 40 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172, C143,
C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and
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
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