MA1001-LR100713 Consulting Engineering * Geotechnical Engineering * Construction Materials
ALLIANCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEOTECHNICAL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUP
Acct ID: 1770 File No: C10 -0535 Date Sampled: 06/15/2010
Report Date: 07/13/2010 Previously Reported: 06/23/2010 Sampled By: Pointer, Alvin
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Rick O'Dell
MA 10 -01
Location: Paving - Stamped Eastbound concrete at south go between at Order Number: Vendor #9176
Sandy Lake and Denton Tap
Contractor: Jim Bowman Construction Company, L.P Number of
Client: The City of Coppell Specimens: 5
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 86414
Material: Concrete Test Method: See Below
TEST RESULTS Report No: 86414
Page 1 of 1
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 88,030 Type 3 Lab 3,110 3,110
B 3 6.00 28.27 104,610 Type 4 Lab 3,700 3,700
C 7 6.00 28.27 125,420 Type 4 Lab 4,440 4,440
D 28 6.00 28.27 155,890 Type 5 Lab 5,510
E 28 6.00 28.27 158,660 Type 3 Lab 5,610 5,560
X PI.E. g Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days MEETS REFERENCE VALUE
Date Received: 06/16/2010 Slump: 2.75 Inches Transported By: Southern Star
Curing Method: Standard Air Content: 2.4% Source /Sampled At: Truck / Center
Time Sampled: 10:00 am Plant: 125
Temp.: Ambient: 80 °F Mix: 89 °F Mix Code: 9363 Truck/Ticket No: 6224 / 1674365
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 30 cu. yd. total placement
Remarks: Air content is below specification - Mr Rick O'Dell was informed.
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: Mr. George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. George S. Marshall, P.E. Respectfully Submitted,
(1-ec Alliance Geotechnical Group
Bowman Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Mr. Rick O'Dell
Robert P. Nance, Sr. Project 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
ALLIANCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEOTECHNICAL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GRO UP
• Acct ID: 1770 File No: C10 -0535 Date Sampled: 06/12/2010
Report Date: 07/13/2010 Previously Reported: 07/11/2010 Sampled By: Creeks, Brandon
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Adrian
MA 10 -01
Location: Intersection of Denton Tap and Sandy Lake Order Number: Vendor #9176
Contractor: Jim Bowman Construction Company, L.P
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 86351
Test Method: See Below
TEST RESULTS Report No: 86351
Page 1 of 2
Set: 1 of 2 Material: CONCRETE Number of Specimens: 5
Location: Paving at Denton Tap Road & Sandy Lake Rd - 21' North on Denton Tap going 35' North & 10' East of Denton Tap Center Line
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 77,285 Type 3 Lab 2,730 2,730
B 3 6.00 28.27 112,590 Type 4 Lab 3,980 3,980
C 7 6.00 28.27 116,450 Type 3 Lab 4,120 4,120
D 28 6.00 28.27 148,600 Type 4 Lab 5,260
E 28 6.00 28.27 150,210 Type 4 Lab 5,310 5,280
'` H r ILJ fl
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days MEETS REFERENCE VALUE
Date Received: 06/13/2010 Slump: 4.0 Inches Transported By: LMC
Curing Method: Standard Air Content: 3.0% Source /Sampled At: Truck / Center
Time Sampled: 8:20 am Plant: LMC
Temp.: Ambient: 81 °F Mix: 89 °F Mix Code: 1701 Truck/Ticket No: 9141 / 3277719
Quantity Represented: 15 cu. yds. at 20 cu. yds. placed of a 140 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: Mr. George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. George S. Marshall, P.E. Respectfully Submitted,
(1 -ec copy)
1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E. Alliance Geotechnical Group
1 -ec The City of Coppell Attn: Mr. Rick O'Dell
—
If! `.
Robert P. Nance, Sr. Project 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
ALLIANCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEOTECIiNICAL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUP
Acct ID: 1770 File No: C10 -0535 Date Sampled: 06/12/2010
Report Date: 07/13/2010 Previously Reported: 07/11/2010 Sampled By: Creeks, Brandon
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Adrian
MA 10 -01
Location: Intersection of Denton Tap and Sandy Lake Order Number: Vendor #9176
Contractor: Jim Bowman Construction Company, L.P
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 86351
Test Method: See Below
TEST RESULTS Report No: 86351
Page 2 of 2
Set: 2 of 2 Material: CONCRETE Number of Specimens: 5
Location: Paving at Denton Tap Road & Sandy Lake Rd Center Line - 33' South and 15' East of Denton Tap Center Line
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 78,880 Type 3 Lab 2,790 2,790
B 3 6.00 28.27 110,650 Type 4 Lab 3,910 3,910
C 7 6.00 28.27 117,390 Type 4 Lab 4,150 4,150
D 28 6.00 28.27 155,940 Type 4 Lab 5,520
E 28 6.00 28.27 147,040 Type 5 Lab 5,200 5,360
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days MEETS REFERENCE VALUE
Date Received: 06/13/2010 Slump: 4.5 Inches Transported By: LMC
Curing Method: Standard Air Content: 3.3% Source /Sampled At: Truck / Center
Time Sampled: 10:55 am Plant: LMC - Plant #3
Temp.: Ambient: 88 °F Mix: 91 °F Mix Code: 1701 Truck/Ticket No: 5005 / 3277738
Quantity Represented: 105 cu. yds. at 110 cu. yds. placed of a 140 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: Mr. George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. George S. Marshall, P.E. Respectfully Submitted,
(1 -ec copy)
1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E. Alliance Geotechnical Group
1 -ec The City of Coppell Attn: Mr. Rick O'Dell
Robert P. Nance, Sr. Project 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 50 NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE
ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.