ST0502B- LR160210AuiAnce
GGEOTECFifIICRL
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: 02/02/2016
Report Date: 02/10/2016 Previously Reported: 02/08/2015 Sampled By: Skariah, Jay
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: 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
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 28.27 101,590 Type 5 Lab 3,590 3,650 JR
D 03/01/16 28 6.00 2827 Lab
HOLD (see remarks) -
E
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification
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
Temp.: 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 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, IX)Attn: Mr Rick O'Dell (1 -cc copy) Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
"TI iIS REPORT APPL IES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE Of
HIE QJAUTIFS OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLFSS.SO
NOT i I). 1 HESE REPORTS ARE FOR THF EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
R�iAnce
i��G GEOTECFIIYICRL
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: 02/10/2016 Previously Reported: 02/08/2015
Project: Freeport Parkway North
Location: Misc. Concrete
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Date Sampled: 02/02/2016
Sampled By: Skariah, Jay
By Order Of: Walter
Order Number: 1770
LAB NO: 202715
Test Method: See Below
TEST RESULTS Report No: 202715
Page 2 of 2
Set; 2 of 2
02 03
Material: Concrete
Standard
Time Sampled:
Number of Specimens: 4
Location:
Inlets on Freeport Parkway at Stations 29+51,
20+21,
and 17+77, Sampled; Station 29+51
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
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
02/09/16: 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
Lab
HOLD (see remarks) -
D
Type 1 Type 2
Type 3 Type 4 Type 5
Type 6
Specification
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: 1OM21524 Plant: 259
/ I2016 Truck/Ticket No: 1198 / 25240346
Date Received.
02 03
Curing Method:
Standard
Time Sampled:
11:45 am
Time Batched:
10:42 am
Temp.: Ambient:
6 Y 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
Rrt
e 1.
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.
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
1 HIS REPORT APPt IES ONLY TO I HE STANDARDS OR PROCEDURE=S INDICATED AND TO THE SAMPLES) 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 TI IF ADDRESSED CLIENT AND. ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
RLLiAnce
�GG GEOTECNnICRL
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: 1115 File No: C15-1108 Date Sampled: 02/02/2016
Report Date: 02/10/2016 Sampled By: Perez, Jose
Project: MacArthur Blvd. Improvements By Order Of: Keith
Location: Retaining wall footings at Stations 701+92-702+29 / Order Number: 1115
702+88-703+52 / 703+84-704+80, Sampled; Retainging wall
footings at Station 702+12
Client: City of Grand Prairie
REPORT REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Material: Concrete
Client PO: WO 550.68
Spec:
Age Tested
Diameter
Nbr
(date : days)
(in)
A
02/09/16:7
6.00
B
02/09/16:7
6.00
C
03/01/16:28
6.00
D
03/01/16:28
6.00
Maximum
Area Load
(in Z) (Ibs)
28.27 105,340
28.27 107,895
28.27
28.27
.I
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 3-5
Air Content: 3.5-5.5
TEST RESULTS
Compressive
Cure
Strength
Break Type Loc
(PSI)
Type 2 Lab
3,730
Type 3 Lab
3,820
Lab
Lab
Number of
Specimens: 4
LAB NO: 202763
Test Method: See Below
Report No: 202763
Page 1 of 1
Average
Strength Tested
(PSI) By Comments
JR
3,770 JR
Type 2 Type 3 Type 4 Type 5 Type 6
Slump: 4.0 Inches Transported By: TXI
Air Content: 7.7% Source/Sampled At: Truck / Center
Mix Code: 310FBC Plant: 138
Date Received: 02/03/2016 Truck/Ticket No: 3216 13169012
Curing Method: Standard
Time Sampled: 9:37 am
Time Batched: 8:26 am
Temp.: Ambient: 60°F Mix: 64°F
Unit Weight: 143.8 #/cu ft
Quantity Represented: 10 cu. yds at 10 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.
Orifi City of Grand Prairie (Grand Prairie, TX) Attn: Rick Gladden Mr.
(1-C(; copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS REPORTAPPLIES ONLY I O THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVI: OF
I I IF OJAI.ITII_S OF APPARI-NTI Y IDENTICAL OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTE I). 1IIG.SI REPORI S ARE FOR TI IF f xCLUSIVF US[_ OP TI il= ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
AwAnce
G
G 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: 1115 File No: C15-0421
Date Sampled: 01/12/2016
Report Date: 02/10/2016 Previously Reported: 01/20/2016
Sampled By: Rooney, David
Project: Avenue K Street Relif Trunk Sewer
By Order Of: Daniel w/SJ Lewis
Location: Westbound Avenue K left lane 15' west of railroad track, Sampled;
Order Number: 1115
Westbound Avenue K left lane 25'x 10' paving lane
Number of
Client: City of Grand Prairie
Specimens 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 201056
Material: Concrete
Test Method. See Below
TEST RESULTS
Report No: 201056
Page 1 of 1
Maximum Compressive
Average
Spec: Age Tested Diameter Area Load Cure Strength
Strength Tested
Nbr (date : days) (in) (in') (lbs) Break Type Loc (PSI)
(PSI) By Comments
A 01/19/16: 7 6.00 28.27 129,345 Type 3 Lab 4,570
4,570 JR
B 02/09/16: 28 6.00 28.27 155,750 Type 2 Lab 5,510
JR
C 02/09/16: 28 600 2827 157,250 Type 5 Lab 5,560
5,540 JR
D - --
HOLD (see remarks)
r
1"-, T
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification CONFORMS
Strength: 4,500 psi @ 28 days
Slump: 3-5 Slump: 5 0 Inches
Transported By: Cow Town
Air Content: 3-6 Air Content: 5.0%
Source/Sampled At: Truck / Center
Mix Code: 265
Plant: 2
Date Received: 01/13/2016
Truck/Ticket No: 912 / 556885
Curing Method: Standard
Time Sampled: 11:15 am
Time Batched: 10:32 am
Temp.: Ambient: 50°F Mix: 60°F
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 20 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.
Client: City of Grand Prairie Attn: Rick Gladden Mr (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
THIS REPORT APP[ IFS ONLY I O TI IE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLF(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
1111-. OJAI_IT IFS OF APPARENTLY IDENII CAL. OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALIFY ASSURANCE PROGRAM UNLESS SO
NOH U IHI:SF REPORT S ARE FOR TILE EXCLUSIVE USE OF TI 1E ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.