MA1001-LR100625RuUAncE
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Cffi UP
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: C10 -0535
Report Date: 06/25/2010 Previously Reported: 06/21/2010
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project
MA 10 -01
Location: Paving - Circle in middle of Denton Tap and Sandy Lake
Intersection
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Material: Concrete
Date Sampled: 06/17/2010
Sampled By: Gaither, Troy
By Order Of: Rick O'Dell
Order Number: Vendor #9176
Number of
Specimens: 5
LAB NO: 86563
Test Method: See Below
TEST RESULTS
Spec Age Tested Diameter
Area
Nbr (days)
(in)
(in')
A 1
6.00
28.27
B 3
6.00
28.27
C 7
6.00
28.27
D 28
6.00
28.27
E 28
6.00
28.27
0 1]
Type 1
Specification:
4,000 psi @ 28 days
Date Received:
06/18/2010
Curing Method:
Standard
Time Sampled:
8:15 am
Temp.: Ambient:
84 °F Mix: 95 °F
Maximum
Load Cure
(Ibs) Break Type Loc
90,170 Type 4 Lab
108,200 Type 4 Lab
120,770 Type 4 Lab
Lab
Lab
Ell [a 11
Type 2 Type 3 Type 4
Report No: 86563
Page 1 of 1
Compressive
Average
Strength
Strength
(PSI)
(PSI) Comments
3,190
3,190
3,830
3,830
4,270
4,270
1111, F1
Type 5 Type 6
Slump: 3.25 Inches
Air Content: 3.0%
Mix Code: 9363
Transported By: Southern Star
Source /Sampled At: Truck / Center
Plant: 10
Truck/Ticket No: 5017 / 1676247
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 40 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Charge: The City of Coppell Attn: George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E.
(1 -ec copy)
1 -ec Jim Bowman Construction Company, LP Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager
RLLIHnCE
G GEOTECHI'IfCRL
GRC?UP
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: C10 -0535
Date Sampled: 06/18/2010
Report Date: 06/25/2010 Previously Reported: 06/21/2010
Sampled By:
Scott, Sean
Project:
Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project
By Order Of:
Rick O'Dell
MA 10 -01
Location:
Intersection of Sandy Lake Rd and Denton Tap at outside black
Order Number:
Vendor #9176
ring
Compressive Average
Spec
Number of
Diameter
Client:
The City of Coppell
Specimens:
4
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO:
86598
Material:
Concrete
Test Method:
See Below
ED ED M 11 1111 F-1
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 06/19/2010 Slump: 5.0 Inches Transported By: Southern Star
Curing Method: Standard Air Content: 3.4% Source /Sampled At: Truck / Center
Time Sampled: 8:15 pm Plant: 111
Temp.: Ambient: 86 °F Mix: 93 °F Mix Code: 9363 Truck/Ticket No: 6013 / 1677186
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 40 cu. yd. total placement
Remarks: Concrete was poured on the outside black ring on southwest corner.
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Charge: The City of Coppell Attn: George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E.
(1 -ec copy)
1 -ec Jim Bowman Construction Company, LP Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager
TEST RESULTS
Report No: 86598
Page 1 of 1
Maximum
Compressive Average
Spec
Age Tested
Diameter
Area
Load
Cure
Strength Strength
Nbr
(days)
(in)
(in')
(lbs)
Break Type
Loc
(PSI) (PSI) Comments
A
1
6.00
28.27
80,410
Type 4
Lab
2,840 2,840
B
3
6.00
28.27
105,560
Type 4
Lab
3,730 3,730
C
7
6.00
28.27
110,890
Type 4
Lab
3,920 3,920
D
28
6.00
28.27
Lab
ED ED M 11 1111 F-1
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 06/19/2010 Slump: 5.0 Inches Transported By: Southern Star
Curing Method: Standard Air Content: 3.4% Source /Sampled At: Truck / Center
Time Sampled: 8:15 pm Plant: 111
Temp.: Ambient: 86 °F Mix: 93 °F Mix Code: 9363 Truck/Ticket No: 6013 / 1677186
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 40 cu. yd. total placement
Remarks: Concrete was poured on the outside black ring on southwest corner.
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Charge: The City of Coppell Attn: George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E.
(1 -ec copy)
1 -ec Jim Bowman Construction Company, LP Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager
RLLIHnCE
G GEOTECHI'IfCRL
GRC?UP
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: C10 -0535 Date Sampled: 06/23/2010
Report Date: 06/25/2010 Sampled By: Wingerd, Pierce
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Rick O'Dell
MA 10 -01
Location: Intersection of Sandy Lake Rd. and Denton Tap, Southbound Order Number: Vendor #9176
Lanes of Denton Tap, Eastbound Sandy Lake Rd - 20' North of
the southwest corner of Sandy Lake Rd. and Denton Tap
intersection
Quantity Represented: 45 cu. yds. at 50 cu. yds. placed of a 100 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Charge: The City of Coppell Attn: George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E.
(1 -ec copy)
1 -ec Jim Bowman Construction Company, LP Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager
Number of
Client: The City of Coppell
Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE
STRENGTH TEST LAB NO: 86760
Material: Concrete
Test Method: See Below
TGCT RGCI II TC
RF7rn
Maximum
Compressive Average
Spec Age Tested Diameter
Area
Load Cure
Strength Strength
Nbr (days) (in)
(in')
(lbs) Break Type Loc
(PSI) (PSI) Comments
A 1 6.00
28.27
86,880 Type 5 Lab
3,070 3,070
B 2 6.00
28.27
120,330 Type 3 Lab
4,260 4,260
C 7 6.00
28.27
Lab
D 28 6.00
28.27
Lab
[11
E
1111 F-1
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 06/24/2010
Slump: 4.75 Inches Transported By: LMC
Curing Method: Standard
Air Content: 5.5%
Source /Sampled At: Truck / Center
Time Sampled: 8:20 am
Plant: 6
Temp.: Ambient: 88 °F Mix: 91 °F
Mix Code: 1701
Truck/Ticket No: 7058 / 6272667
Quantity Represented: 45 cu. yds. at 50 cu. yds. placed of a 100 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Charge: The City of Coppell Attn: George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E.
(1 -ec copy)
1 -ec Jim Bowman Construction Company, LP Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager
4 rOTECHN1 Llfjl'ICE
L
iOl1P
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: C10 -0535
Date Sampled: 06/24/2010
Report Date: 06/25/2010
Sampled By: Gatton, Tim
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P
Project By Order Of: Rick O'Dell
MA 10 -01
Location: Denton Tap & Sandy Lake Intersection
Order Number: Vendor #9176
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 86823
Test Method: See Below
TEST RESULTS
Report No: 86823
Page 1 of 2
Set: 1 of 2 Material: Concrete
Number of Specimens: 4
Location: Northbound Main Lanes East side of Denton Tap and Sandy Lake intersection, 8' west x 4' south of southeast corner
Maximum
Compressive Average
Spec Age Tested Diameter Area Load Cure
Strength Strength
Nbr (days) (in) (in') (Ibs) Break Type Loc
(PSI) (PSI) Comments
A 1 6.00 28.27 76,935 Type 4 Lab
2,720 2,720
B 2 6.00 28.27 100,250 Type 4 Lab
3,550 3,550
C 7 6.00 28.27 Lab
D 28 6.00 28. Lab
IP9 ED , N
1111 11
Type 1 Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 4,000 psi @ 28 days
Date Received: 06/25/2010 Slump: 3.0 Inches
Transported By: LMC
Curing Method: Standard Air Content: 4.1 %
Source /Sampled At: Truck / Center
Time Sampled: 7:44 am
Plant: 6
Temp.: Ambient: 87 °F Mix: 92 *F Mix Code: 1701
Truck/Ticket No: 3012 / 6372799
Quantity Represented: 15 cu. yds. at 20 cu. yds. placed of a 150 cu. yd. total placement
Remarks: 20 yard truck rejected by contractor for wrong color of concrete. 30 yard truck is now 20 yards.
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Charge: The City of Coppell Attn: George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E.
(1 -ec copy)
1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
e
Robert P. Nance, Sr. Project Manager
AU_Inr!CE
G GEOTECfiI'IICAL
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: C10 -0535 Date Sampled: 06/24/2010
Report Date: 06/25/2010 Sampled By: Gatton, Tim
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Rick O'Dell
MA 10 -01
Location: Denton Tap & Sandy Lake Intersection Order Number: Vendor #9176
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 86823
Test Method: See Below
TEST RESULTS Report No: 86823
Page 2 of 2
Set: 2 of 2 Material: Concrete Number of Specimens: 4
Location: East side of Denton Tap and Sandy Lake intersection northbound Denton Tap Main Lanes
Quantity Represented: 125 cu. yds. at 130 cu. yds. placed of a 150 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Charge: The City of Coppell Attn: George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E.
(1 -ec copy)
1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager
Maximum
Compressive Average
Spec Age Tested . Diameter
Area
Load Cure
Strength
Strength
Nbr (days) (in)
(in 2)
(Ibs) Break Type Loc
(PSI)
(PSI) Comments
A 1 6.00
28.27
71,500 Type 3 Lab
2,530
2,530
B 2 6.00
28.27
95,610 Type 4 Lab
3,380
3,380
C 7 6.00
28.27
Lab
D 28 6.00
28.27
Lab
H
BE M LX�
Type 1
Type 2 Type 3 Type 4
Type 5
Type 6
Specification: 4,000 psi @ 28 days
Date Received: 06/25/2010
Slump: 3.5 Inches
Transported By: LMC
Curing Method: Standard
Air Content: 3.7%
Source /Sampled At: Truck / Center
Time Sampled: 10:22 am
Plant: 3
Temp.: Ambient: 97 *F Mix: 92 °F
Mix Code: 1701
Truck/Ticket No: 9141 / 3278346
Quantity Represented: 125 cu. yds. at 130 cu. yds. placed of a 150 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Charge: The City of Coppell Attn: George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E.
(1 -ec copy)
1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager