ST9902-LR131216 (2)CEOTECHIYICflL
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 Date Sampled: 11/18/2013
Report Date: 12/16/2013 Previously Reported: 11/21/2013 Sampled By: Roberts, Duce
Project: West Sandy Lake Road By Order Of:
Location: Various Locations Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 154733 -1
Test Method: See Below
TEST RESULTS Report No: 154733 -1
Page 1 of 2
Set: 1 of 2 Material: Concrete
Location: Station 1 +09.24 LF11, 10ft Curb Inlet
Type 1
Specification
Strength: 3,000 psi @ 28 days
Slump: 1 -3
Air Content: 3 -6
Date Received:
11/19/2013
Curing Method:
Standard
Maximum
1:30 am
Spec
Age Tested
Diameter
Area
Load
Nbr
(date : days)
(in)
(in 2)
(Ibs)
Break Type
A
11/25/13: 7
6.00
28.27
96,015
Type 3
B
12/16/13: 28
6.00
28.27
117,645
Type 3
C
12/16/13: 28
6.00
28.27
118,110
Type 3
D
Type 1
Specification
Strength: 3,000 psi @ 28 days
Slump: 1 -3
Air Content: 3 -6
Date Received:
11/19/2013
Curing Method:
Standard
Time Sampled:
1:30 am
Time Batched:
12:25 pm
Temp.: Ambient:
74 °F Mix: 77 °F
R 1-1 FUR
Type 2 Type 3
Number of Specimens: 4
Compressive Average
Cure
Strength
Strength Tested
Loc
(PSI)
(PSI) By
Lab
3,400
3,400
Lab
4,160
Lab
4,180
4,170
n__
111]
11
Type 4
Type 5
Type 6
CONFORMS
Slump: 2.5 Inches
Air Content: 3.3%
Mix Code: 1261
Comments
HOLD (see remarks) -
Transported By: LMC
Source /Sampled At: Truck / Center
Plant: 955
Truck /Ticket No: 1261 / 64352782
Quantity Represented: 3 cu. yds. at 3 cu. yds. placed of a 3 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
'T
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.
fiLLlFI'!CE
GEOTEC11f11CfiL
C�iOUP
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: 11/18/2013
Report Date: 12/16/2013 Previously Reported: 11/21/2013 Sampled By: Roberts, Duce
Project: West Sandy Lake Road
By Order Of:
Location: Various Locations
Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 154733 -1
Test Method: See Below
TEST RESULTS Report No: 154733 -1
Page 2 of 2
Set: 2 of 2 Material: Concrete Number of Specimens: 5
Location: Small Pilaster at Pedestrian Rail South Side of Bridge; Sampled East Side of Sleeper Slab Bridge Approach
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 11/21/13: 3 6.00 28.27
97,620 Type 3 Lab 3,450 3,450
B 11/25/13: 7 6.00 28.27
138,755 Type 3 Lab 4,910 4,910
C 12/16/13: 28 6.00 28.27
145,920 Type 3 Lab 5,160
D 12/16/13: 28 6.00 28.27
152,510 Type 5 Lab 5,390 5,280
E
HOLD (see remarks) -
I'll
I
F-It R F11
Fl (
' 1E1 71
Type 1
Type 2 Type 3 Type 4 Type 5 Type 6
Specification
CONFORMS
Strength: 4,000 psi @ 28 days
Slump: 3 -5
Slump: 5.5 Inches Transported By: LMC
Air Content: 3 -6
Air Content: 5.1 % Source /Sampled At: Truck / Center
Mix Code: 5507 Plant: 95
Date Received: 11/19/2013
Truck /Ticket No: 3021 / 63076779
Curing Method: Standard
Time Sampled: 3:30 pm
Time Batched: 2:35 pm
Temp.: Ambient: 70 °F Mix: 75 °F
Quantity Represented: 9 cu. yds. at 9 cu. yds. placed of a 9 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.
CEOTECHIYICflL
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 Date Sampled: 11/18/2013
Report Date: 12/16/2013 Previously Reported: 11/21/2013 Sampled By: Roberts, Duce
Project: West Sandy Lake Road By Order Of:
Location: Various Locations Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 154733 -1
Test Method: See Below
TEST RESULTS Report No: 154733 -1
Page 1 of 2
Set: 1 of 2 Material: Concrete
Location: Station 1 +09.24 LF11, 10ft Curb Inlet
Type 1
Specification
Strength: 3,000 psi @ 28 days
Slump: 1 -3
Air Content: 3 -6
Date Received:
11/19/2013
Curing Method:
Standard
Maximum
1:30 am
Spec
Age Tested
Diameter
Area
Load
Nbr
(date : days)
(in)
(in 2)
(Ibs)
Break Type
A
11/25/13: 7
6.00
28.27
96,015
Type 3
B
12/16/13: 28
6.00
28.27
117,645
Type 3
C
12/16/13: 28
6.00
28.27
118,110
Type 3
D
Type 1
Specification
Strength: 3,000 psi @ 28 days
Slump: 1 -3
Air Content: 3 -6
Date Received:
11/19/2013
Curing Method:
Standard
Time Sampled:
1:30 am
Time Batched:
12:25 pm
Temp.: Ambient:
74 °F Mix: 77 °F
R 1-1 FUR
Type 2 Type 3
Number of Specimens: 4
Compressive Average
Cure
Strength
Strength Tested
Loc
(PSI)
(PSI) By
Lab
3,400
3,400
Lab
4,160
Lab
4,180
4,170
n__
111]
11
Type 4
Type 5
Type 6
CONFORMS
Slump: 2.5 Inches
Air Content: 3.3%
Mix Code: 1261
Comments
HOLD (see remarks) -
Transported By: LMC
Source /Sampled At: Truck / Center
Plant: 955
Truck /Ticket No: 1261 / 64352782
Quantity Represented: 3 cu. yds. at 3 cu. yds. placed of a 3 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
'T
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.
fiLLlFI'!CE
GEOTEC11f11CfiL
C�iOUP
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: 11/18/2013
Report Date: 12/16/2013 Previously Reported: 11/21/2013 Sampled By: Roberts, Duce
Project: West Sandy Lake Road
By Order Of:
Location: Various Locations
Order Number: 1770
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 154733 -1
Test Method: See Below
TEST RESULTS Report No: 154733 -1
Page 2 of 2
Set: 2 of 2 Material: Concrete Number of Specimens: 5
Location: Small Pilaster at Pedestrian Rail South Side of Bridge; Sampled East Side of Sleeper Slab Bridge Approach
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 11/21/13: 3 6.00 28.27
97,620 Type 3 Lab 3,450 3,450
B 11/25/13: 7 6.00 28.27
138,755 Type 3 Lab 4,910 4,910
C 12/16/13: 28 6.00 28.27
145,920 Type 3 Lab 5,160
D 12/16/13: 28 6.00 28.27
152,510 Type 5 Lab 5,390 5,280
E
HOLD (see remarks) -
I'll
I
F-It R F11
Fl (
' 1E1 71
Type 1
Type 2 Type 3 Type 4 Type 5 Type 6
Specification
CONFORMS
Strength: 4,000 psi @ 28 days
Slump: 3 -5
Slump: 5.5 Inches Transported By: LMC
Air Content: 3 -6
Air Content: 5.1 % Source /Sampled At: Truck / Center
Mix Code: 5507 Plant: 95
Date Received: 11/19/2013
Truck /Ticket No: 3021 / 63076779
Curing Method: Standard
Time Sampled: 3:30 pm
Time Batched: 2:35 pm
Temp.: Ambient: 70 °F Mix: 75 °F
Quantity Represented: 9 cu. yds. at 9 cu. yds. placed of a 9 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.