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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: C13 -0634 Date Sampled: 08/26/2013
Report Date: 08/29/2013 Sampled By: Roberts, Duce
Project: West Sandy Lake Road By Order Of:
Location: Abutment 1, 36" Pier #1J Order Number: 1770
Number of
Client: City of Coppell Specimens: 4
REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 150690
Material: Concrete Test Method: See Below
TEST RESULTS Report No: 150690
Page 1 of 1
Spec
Age Tested
Diameter
Nbr
(date : days)
(in)
A
09/02/13:7
6.00
B
09/02/13:7
6.00
C
09/23/13:28
6.00
D
09/23/13:28
6.00
Maximum
Area Load
(in 2) (Ibs)
28.27 136,565
28.27 143,000
28.27
28.27
rxl�F
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump: 5.5 -7.5
Air Content:
Date Received:
08/27/2013
Curing Method:
Standard
Time Sampled:
3:15 pm
Time Batched:
2:35 pm
Temp.: Ambient:
95 °F Mix: 90 °F
Compressive
Cure Strength
Break Type Loc (PSI)
Type 3 Lab 4,830
Type 3 Lab 5,060
Average
Strength Tested
(PSI) By Comments
4,940
Quantity Represented: 9 cu. yds. at 18 cu. yds. placed of a 18 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or
C173, C1064 and C138. Compressive strength tests per ASTM C39.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, CME Department Manager
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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
Lab
Lab
f ��
E
1111 F1
Type 2
Type 3 Type 4
Type 5 Type 6
Slump: 5.5 Inches Transported By: LMC
Air Content:
1.0%
Source /Sampled At: Truck / Center
Mix Code: 5506
Plant: 955
Truck /Ticket No: 9114 / 64348443
Quantity Represented: 9 cu. yds. at 18 cu. yds. placed of a 18 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or
C173, C1064 and C138. Compressive strength tests per ASTM C39.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, CME Department Manager
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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
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: C13 -0634
Date Sampled: 08/27/2013
Report Date: 08/30/2013
Sampled By: Hall, Damon
Project: West Sandy Lake Road
By Order Of:
Location: 18" Pier, Abutment #1, Pier #1 K / Wing wall
Order Number: 1770
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE- COMPRESSIVE STRENGTH
TEST
LAB NO: 150696
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 150696
Page 1 of 1
Maximum
Compressive
Average
Spec Age Tested Diameter
Area Load Cure
Strength
Strength Tested
Nbr (date : days) (in)
(in 2) (Ibs) Break Type
Loc
(PSI)
(PSI) By Comments
A 09/03/13: 7 6.00
28.27 84,730 Type 3
Lab
3,000
B 09/03/13: 7 6.00
28.27 88,915 Type 3
Lab
3,140
3,070
C 09/24/13:28 6.00
28.27
Lab
D 09/24/13: 28 6.00
28.27
Lab
Rr`�'] RM I t?.1.1
]
FIF] 1�
Type 1 Type 2 Type 3
Type 4
Type 5
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump: 5.5 -7.5
Air Content:
Date Received: 08/28/2013
Curing Method: Standard
Time Sampled: 11:45 am
Time Batched: 10:58 am
Temp.: Ambient: 93 °F Mix: 90 °F
Slump: 7.0 Inches
Air Content: 1.0%
Mix Code: 5506
Transported By: LMC
Source /Sampled At: Truck / Center
Plant: 952
Truck /Ticket No: 3011 / 62952844
Quantity Represented: 4 cu. yds. at 4 cu. yds. placed of a 4 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or
C173, C1064 and C138. Compressive strength tests per ASTM C39.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
r.
Perry C. Kakara, CME Department Manager
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.
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: C13 -0634
08/06/2013
Curing Method:
Date Sampled: 08/05/2013
Report Date: 09/04/2013 Previously Reported: 08/06/2013
1:45 pm
Time Batched:
Sampled By: Armas, Brandon
Project: West Sandy Lake Road
98 °F Mix: 86 °F
By Order Of:
Location: Inlet on corner of North Coppell and Sandy Lake
Order Number: 1770
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH
TEST
LAB NO: 149528
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 149528
Page 1 of 1
Maximum
Compressive
Average
Spec Age Tested Diameter Area Load
Cure
Strength
Strength Tested
Nbr (date : days) (in) (in 2) (Ibs) Break Type
Loc
(PSI)
(PSI) By Comments
A 08/12/13: 7 6.00 28.27 98,870 Type 3
Lab
3,500
B 08/12/13: 7 6.00 28.27 98,455 Type 3
Lab
3,480
3,490
C 09/02/13: 28 6.00 28.27 121,875 Type 3
Lab
4,310
D 09/02/13: 28 6.00 28.27 125,775 Type 3
Lab
4,450
4,380
RE R M IU
.__.\
F1 []- F]
Type 1 Type 2 Type 3
Type 4
Type 5
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump: 3 -5
Air Content: 3 -6
Date Received:
08/06/2013
Curing Method:
Standard
Time Sampled:
1:45 pm
Time Batched:
12:49 pm
Temp.: Ambient:
98 °F Mix: 86 °F
CONFORMS
Slump: 3.0 Inches Transported By: LMC
Air Content: 3.2% Source /Sampled At: Truck / Center
Mix Code: 1261 Plant: 952
Truck /Ticket No: 9140 / 62951709
Quantity Represented: 6 cu. yds. at 6 cu. yds. placed of a 6 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or
C173, C1064 and C138. Compressive strength tests per ASTM C39.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnnjiic`al Group
Perry C. Kakara, CME Department Manager
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.
ALLIf#'iCE
CEOTECtiIYICRL
OUP
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: C13 -0634
08/07/2013
Date Sampled: 08/06/2013
Report Date: 09/04/2013 Previously Reported: 08/08/2013
Time Sampled:
Sampled By: Roberts, Duce
Project: West Sandy Lake Road
12:53 pm
By Order Of:
Location: Manhole at Station 2 +99.16 south of Sandy Lake Dr.
Order Number: 1770
Number of
Client: City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH
TEST
LAB NO: 149619 -1
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 149619 -1
Page 1 of 1
Maximum Compressive
Average
Spec Age Tested Diameter Area Load Cure
Strength
Strength Tested
Nbr (date : days) (in) (in 2) (Ibs) Break Type Loc
(PSI)
(PSI) By Comments
A 08/13/13 :7 6.00 28.27 92,620 Type 3 Lab
3,280
B 08/13/13: 7 6.00 28.27 92,835 Type 3 Lab
3,280
3,280
C 09/03/13: 28 6.00 28.27 120,020 Type 3 Lab
4,240
D 09/03/13: 28 6.00 28.27 123,715 Type 3 Lab
4,380
4,310
RIF RM IU F]
FIF] F1
Type 1 Type 2 Type 3 Type 4
Type 5
Type 6
Specification
Strength: 3,600 psi @ 28 days
Slump:
Air Content:
Date Received:
08/07/2013
Curing Method:
Standard
Time Sampled:
1:45 pm
Time Batched:
12:53 pm
Temp.: Ambient:
95 °F Mix: 91 °F
CONFORMS
Slump: 2.5 Inches Transported By: LMC
Air Content: 4.8% Source /Sampled At: Truck/ Center
Mix Code: 1261 Plant: 952
Truck /Ticket No: 5022 / 6295180
Quantity Represented: 5 cu. yds. at 5 cu. yds. placed of a 5 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or
C173, C1064 and C138. Compressive strength tests per ASTM C39.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechfniical Group
Perry C. Kakara, CME Department Manager
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.