ST0502B- LR160203 (2)RLLIHIYCE
GEOTKHnlCHL
GROUP
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dalias, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct ID: 1770 File No: C15-0812
Report Date: 02/03/2016
Project: Freeport Parkway North
Location: Northbound Freeport Parkway at Station 1+40 to 15+73
Date Sampled: 02/01/2016
Sampled By: Skariah, Jay
By Order Of: Walter
Order Number: 1770
Client.
City of Coppell
REPORT: REPORT OF CONCRETE
COMPRESSIVE STRENGTH TEST
LAB NO: 202469
Test Method: See Below
TEST RESULTS
Report No: 202469
Page 1 of 4
Set: 1
of 4
Material: Concrete
Number of Specimens: 5
Location:
Station 1+75
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
02/04/16: 3 6.00
28.27 150,545 Type 3 Lab 5,320
5,320 JR
B
02/08/16:7 6.00
28.27 Lab
C
02/29/16:28 6.00
28.27 Lab
D
02/29/16:28 6.00
28.27 Lab
E
HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump: 1.5-3
Slump: 1.5 Inches
Transported By: Tiseo
Air Content: 3-6
Air Content: 4.7%
Source/Sampled At: Truck / Center
Mix Code: 2605M
Plant: On -Site
Date Received: 02/02/2016 Truck/Ticket No: N/A / 24770
Curing Method: Standard
Time Sampled: 7:30 am
rime Batched: 7:15 am
Ternp.: Ambient: 46°F Mix: 62°F
Unit Weight: 149.6 #/cu ft
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 10 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.
Orlg: City of Coppell (Coppell, TX) Atlm Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS REPORT APPI IFS ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE, OF
THF OJALI T IES OF APPARLNTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED THESE REPORTS AIRE. FOR T HE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT 10 BE REPRODUCED WITHOUT WRITTEN PERMISSION
nuiAnce
4DGEOTKNf11CRL
GROUP
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, [)atlas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct ID: 1770 File No: C15-0812
Report Date: 02/03/2016
Project: Freeport Parkway North
Location: Northbound Freeport Parkway at Station 1+40 to 15+73
Client City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Set: 2 of 4
Location: Station 5+25
Spec
Nbr
A
B
C
D
E
TEST RESULTS
Material: Concrete
Date Sampled: 02/01/2016
Sampled By: Skariah, Jay
By Order Of: Walter
Order Number: 1770
LAB NO: 202469
Test Method: See Below
Report No: 202469
Page 2 of 4
Number of Specimens: 5
Date Received: 02/02/2016 Truck/Ticket No. NIA /
Curing Method: Standard
Time Sampled: 9:15 am
Time Batched: 8:49 am
Temp.: Ambient: 48°F Mix: 63°F
Unit Weight: 150.3 #/cu ft
Quantity Represented: 10 cu. yds at 10 cuyds, placed of a 76 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
Orifi 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
THIS REPORT ADPL IES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OI
-
1 Iit OJAI (TIES OF APPARENT LY IDENTICAL OR SIMM AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTFI) l I TEST- RLPORI S ARE FOR TI IF FXCL USIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
Maximum
Compressive
Average
Age Tested
Diameter
Area Load
Cure Strength
Strength Tested
(date : days)
(in)
(int) (Ibs)
Break Type
Loc (PSI)
(PSI) By Comments
02/04/16: 3
6.00
28.27 125,390
Type 3
Lab 4,430
4,430 JR
02/08/16: 7
600
28.27
Lab
02/29/16:28
6.00
28.27
Lab
02/29/16:28
6.00
28.27
Lab
HOLD (see remarks) -
Type 1 Type 2 Type 3
Type 4 Type 5
Type 6
Specification
Strength: 3,600
psi @ 28 days
Slump: 1.5-3
Slump:
1.5 Inches
Transported By: Tiseo
Air Content: 3-6
Air Content:
4.5%
Source/Sampled At: Truck / Center
Mix Code:
2605M
Plant: On -Site:
24784
Date Received: 02/02/2016 Truck/Ticket No. NIA /
Curing Method: Standard
Time Sampled: 9:15 am
Time Batched: 8:49 am
Temp.: Ambient: 48°F Mix: 63°F
Unit Weight: 150.3 #/cu ft
Quantity Represented: 10 cu. yds at 10 cuyds, placed of a 76 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
Orifi 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
THIS REPORT ADPL IES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OI
-
1 Iit OJAI (TIES OF APPARENT LY IDENTICAL OR SIMM AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTFI) l I TEST- RLPORI S ARE FOR TI IF FXCL USIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
HLLIAfICE
GEOTECFif11CRL
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: 02/03/2016
Project: Freeport Parkway North
Location: Northbound Freeport Parkway at Station 1+40 to 15+73
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
TEST RESULTS
Set: 3 of 4
Average
Strength
Material: Concrete
(PSI)
Location: Station 9+10
4,460
4.460 JR
Maximum
Spec Age Tested
Diameter
Area
Load
Cure
Nbr (date : days)
(in)
(in')
(Ibs) Break Type
Loc
A 02/04/16: 3
6.00
2827
126,165 Type 3
Lab
B 02/08/16:7
6.00
28.27
Lab
C 02/29/16:28
6.00
28.27
Lab
D 02/29/16:28
6.00
28.27
Lab
E
I
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 1.5-3
Air Content: 3-6
Date Sampled: 02/01/2016
Sampled By: Skariah, Jay
By Order Of: Walter
Order Number: 1770
LAB NO: 202469
Test Method: See Below
Report No: 202469
Page 3 of 4
Number of Specimens: 5
Compressive
Average
Strength
Strength Tested
(PSI)
(PSI) By Comments
4,460
4.460 JR
j fh11 �,
[ �Y "d
J "�•.� 1. . �.f 11II
Type 2 Type 3 Type 4
Slump: 2.0 Inches
Air Content: 4.7%
Mix Code: 2605M
HOLD (see remarks) -
Type 5 Type 6
Transported By: Tiseo
Source/Sampled At: Truck / Center
Plant: On -Site
Date Received: 02/02/2016 Truck/Ticket No: N/A / 24802
Curing Method: Standard
Time Sampled: 11:45 am
rime Batched: 11:23 am
Ternp : Ambient: 60°F Mix: 641F
Unit Weight: 149.8 #/cu ft
Quantity Represented: 10 cu. yds. at 10 cu. yds placed of a 166 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 0138. 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, 1 X) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
I T IIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
I HI- QUALITIES OF APPARENTI Y IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NO FFD 1HESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
RLLIFlfICE
GEOTKFNICRL
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: 02/03/2016
Project: Freeport Parkway North
Loc6tion: Northbound Freeport Parkway at Station 1+40 to 15+73
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Set: 4 of 4
Location: Station 12+55
Spec
Age Tested
Diameter
Area
Nbr
(date : days)
(in)
(in Z)
A
02/04/16:3
6.00
28.27
B
02/08/16:7
6.00
28.27
C
02/29/16:28
6.00
28.27
D
02/29/16:28
6.00
28.27
E
Date Sampled: 02/01/2016
Sampled By: Skariah, Jay
By Order Of: Walter
Order Number: 1770
LAB NO: 202469
Test Method: See Below
TEST RESULTS Report No: 202469
Page 4 of 4
Material: Concrete
Maximum
Compressive
Load
Cure
Strength
(lbs)
Break Type Loc
(PSI)
109,525
Type 3 Lab
3,870
Lab
Lab
Lab
I, X I
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Type 2 Type 3 Type 4 Type 5
Slump: 4.0 Inches
Air Content: 4.7%
Mix Code: 2605H
Number of Specimens: 5
Average
Strength Tested
(PSI) By Comments
3,870 JR
HOLD (see remarks) -
Type 6
Transported By: Tiseo
Source/Sampled At: Truck / Center
Plant: On -Site
Date Received: 02/02/2016 Truck/Ticket No: N/A / 24809
Curing Method: Standard
Time Sampled: 1:30 pm
Time Batched: 1:03 pm
Ternp.: Ambient: 64°F Mix: 66°F
Unit Weight: 144.6 #/cu ft
Quantity Represented: 6 0 cu. yds. at 6.0 cu. yds. placed of a 97 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.
Orifi 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
I HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICA1 ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
1 HF. QJALI LIES OF APPARE=NTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NO11ED LHESE REPOR rS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION