ST0502B- LR160302ALuAnce
GGEOTECHfIICRL
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
Report Date: 03/02/2016 Previously Reported: 02/10/2016
Project: Freeport Parkway North
Location: Misc. Concrete
Date Sampled: 02/02/2016
Sampled By: Skariah, Jay
By Order Of: Walter
Order Number: 1770
Client: City. of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO:
202715
Test Method: See Below
TEST RESULTS Report No: 202715
Page 1 of 2
Set: 1 of 2 Material: Concrete Number of Specimens: 5
Location: Approach slab on west side of Freeport Parkway at Stations 15+25, 17+75, and 22+55, Sampled; Station 15+25
Specification CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 3-5 Slump: 4.5 Inches Transported By: Tiseo
Air Content: 3-6 Air Content: 4.6% Source/Sampled At: Truck / Center
Mix Code: 2605H Plant: On -Site
Date Received: 02/03/2016 Truck/Ticket No: N/A / 24838
Curing Method: Standard
Time Sampled: 7:45 am
Time Batched: 7:13 am
Ternp.: Ambient: 45°F Mix: 63°F
Unit Weight: 146.3 #/cu ft
Quantity Represented: 6.0 cu. yds. at 6.0 cu, yds. placed of a 6.0 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTIVI 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.
Ong: 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
11115 RLPORT ADPL IES ONI Y r0 THF STANDARDS OR PROCEDURES INDICATED AND TO TI IE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICAI IVI. OF
I IIF QUALI I IFS OF APPARFNTI Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALIFY ASSURANCE PROGRAM UNLESS SO
NO II:.R.. THESE REPORTS ARE FOR THE EXCLUSIVE USE. OF THE ADDRESSED Cl FENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
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
02/05/16: 3
6.00
28.27
91,515
Type 3
Lab
3,240
3,240
JR
B
02/09/16: 7
6.00
28.27
104,540
Type 5
Lab
3,700
JR
C
02/09/16:7
6.00
2827
101,590
Type 5
Lab
3,590
3,650
JR
D
03/01/16 :28
6.00
28.27
128,180
Type 1
Lab
4,530
JR
E
03/01/16 : 28
6.00
28.27
131,620
Type 1
Lab
4,660
4,590
..
JR
�
Type
1 Type
2 Type 3
Type 4 Type 5
Type 6
Specification CONFORMS
Strength: 3,600 psi @ 28 days
Slump: 3-5 Slump: 4.5 Inches Transported By: Tiseo
Air Content: 3-6 Air Content: 4.6% Source/Sampled At: Truck / Center
Mix Code: 2605H Plant: On -Site
Date Received: 02/03/2016 Truck/Ticket No: N/A / 24838
Curing Method: Standard
Time Sampled: 7:45 am
Time Batched: 7:13 am
Ternp.: Ambient: 45°F Mix: 63°F
Unit Weight: 146.3 #/cu ft
Quantity Represented: 6.0 cu. yds. at 6.0 cu, yds. placed of a 6.0 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTIVI 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.
Ong: 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
11115 RLPORT ADPL IES ONI Y r0 THF STANDARDS OR PROCEDURES INDICATED AND TO TI IE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICAI IVI. OF
I IIF QUALI I IFS OF APPARFNTI Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALIFY ASSURANCE PROGRAM UNLESS SO
NO II:.R.. THESE REPORTS ARE FOR THE EXCLUSIVE USE. OF THE ADDRESSED Cl FENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
RLLIFlnCE
GGEOTKHnlCRL
GROVP
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
Report Date: 03/02/2016 Previously Reported: 02/10/2016
Project: Freeport Parkway North
Location: Misc. Concrete
Client: City of Coppell
REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
TEST RESULTS
Date Sampled: 02/02/2016
Sampled By: Skariah, Jay
By Order Of: Walter
Order Number: 1770
LAB NO:
Test Method.
Report No:
Page 2 of 2
202715
See Below
202715
Set: 2 of 2 Material: Concrete Number of Specimens: 4
Location: Inlets on Freeport Parkway at Stations 29+51, 20+21, and 17+77, Sampled; Station 29+51
F
Strength: 4,200 psi @ 28 days
Slump: 3-5 Slump: 5.0 Inches Transported By: Redi-Mix
Air Content: 3-6 Air Content: 3.3% Source/Sampled At: Truck / Center
Mix Code: 1 OM21524 Plant: 259
Date Received: 02/03/2016 Truck/Ticket No: 1198 / 25240346
Curing Method: Standard
Time Sampled: 11:45 am
Time Batched: 10:42 am
Temp,: Ambient: 63°F Mix: 66°F
Unit Weight: 139.8 #/cu ft
Quantity Represented: 10.0 cu yds. at 10.0 cu. yds placed of a 10.0 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.
0rlg: City of Coppell (Cop pell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SET, CME Department Manager
1111S 14F.POR1 APPI IFS ONI Y 10 1 HE STANDARDS OR PROCEDURFS INDICATED AND r0 THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE: 01-
I I II OJAI ITIFS OI- APPARFN I I Y IDENTICAI OR SIMII AR PRODUCTS OR PROCEDURF-.S, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NO I 1D 11ESF REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOl TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Maximum
Compressive
Average
Spec:
Age Tested
Diameter
Area
Load
Cure
Strength
Strength
Tested
Nbr
(date : days)
(in)
(int)
(lbs)
Break Type
Loc
(PSI)
(PSI)
By Comments
A
02/09/16: 7
6.00
28.27
110,060
Type 5
Lab
3,890
JR
B
02/09/16: 7
6 00
28.27
107,230
Type 3
Lab
3,790
3,840
JR
C
03/01/16 :28
6.00
28 27
134,330
Type 1
Lab
4,750
JR
D
03/01/16 :28
600
28.27
133,790
Type 1
Lab
4,730
4,740
JR
I
I R91
I
Type
IIII
1 Type
2 Type
3 Type
4 Type 5
Type 6
S ecification
CONFORMS
F
Strength: 4,200 psi @ 28 days
Slump: 3-5 Slump: 5.0 Inches Transported By: Redi-Mix
Air Content: 3-6 Air Content: 3.3% Source/Sampled At: Truck / Center
Mix Code: 1 OM21524 Plant: 259
Date Received: 02/03/2016 Truck/Ticket No: 1198 / 25240346
Curing Method: Standard
Time Sampled: 11:45 am
Time Batched: 10:42 am
Temp,: Ambient: 63°F Mix: 66°F
Unit Weight: 139.8 #/cu ft
Quantity Represented: 10.0 cu yds. at 10.0 cu. yds placed of a 10.0 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.
0rlg: City of Coppell (Cop pell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C, Kakara, SET, CME Department Manager
1111S 14F.POR1 APPI IFS ONI Y 10 1 HE STANDARDS OR PROCEDURFS INDICATED AND r0 THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE: 01-
I I II OJAI ITIFS OI- APPARFN I I Y IDENTICAI OR SIMII AR PRODUCTS OR PROCEDURF-.S, NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NO I 1D 11ESF REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOl TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.