ST0301A-LR100824 __ Consulting Engineering * Geotechnical Engineering * Construction Materials
I9LLIfltICE 3228 Halifax Street, Suite A, Dallas, Texas 75247
i„, GEOTECHI` ICflL Phone: (972) 444 -8889 Fax: (972) 444 -8893
oUP
Acct ID: 1770 File No: C10 -0631 Date Sampled: 07/16/2010
Report Date: 08/24/2010 Previously Reported: 08/15/2010 Sampled By: Walker, III, John
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Westside of Creek on Bethel Rd in Creek Bed Order Number: Vendor #9176
Contractor: JRJ Paving Number of
Client: The City of Coppell Specimens: 6
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 87744
Material: CONCRETE Test Method: See Below
TEST RESULTS Report No: 87744
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 4 6.00 28.27 88,320 Type 3 Lab 3,120
B 4 6.00 28.27 91,540 Type4 Lab 3,240 3,180
C 7 6.00 28.27 110,940 Type 4 Lab 3,920
D 7 6.00 28.27 112,250 Type 4 Lab 3,970 3,950
E 28 6.00 28.27 133,040 Type 2 Lab 4,710
F 28 6.00 28.27 134,83 Type 3 Lab 4 4,740 ri ,.. _,
H \.
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 3,600 psi @ 28 days MEETS REFERENCE VALUE
Date Received: 07/17/2010 Slump: 3.5 Inches Transported By: LMC
Curing Method: Standard Air Content: 4.2% Source /Sampled At: Truck / Center
Time Sampled: 1:38 pm Plant: LMC - Plant #3
Temp.: Ambient: 98 °F Mix: 94 °F Mix Code: 1851 Truck/Ticket No: 9140 / 3279214
Quantity Represented: 4 cu. yds. at 8 cu. yds. placed of a 8 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. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thomhill, P.E. Alliance Geotechnical Group
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
_All
1 -hc The City of Coppell Attn: Mr. Larry Davis ,.
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.
Ru.iAnce
G GEOTECHIYICfiL
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 -0631
Report Date: 08/24/2010 Previously Reported: 08/02/2010
Project:
Bethel Road Paving & Utility Improvements
Location:
Sidewalk about 45' long at Southeast corner of Denton Tap and
7
Bethel Rd
Contractor:
JRJ Paving
Client:
The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Material: CONCRETE
Date Sampled: 07/23/2010
Sampled By: Thad Egar
By Order Of: Larry Davis
Order Number: Vendor #9176
Number of
Specimens: 4
LAB NO: 88135
Test Method: See Below
TEST RESULTS Report No: 88135
Page 1 of 1
Spec
Age Tested
Nbr
(days)
A
7
B
7
C
28
D
28
Diameter Area
(in)
(in')
6.00
28.27
6.00
28.27
6.00
28.27
6.00
28.27
Ell
4,000
Type 1
Specification: 3,000 psi @ 28 days
Date Received: 07/24/2010
Curing Method: Standard
Time Sampled: 10:25 am
Temp.: Ambient: Mix: 90 ° F
Maximum
Compressive Average
Load Cure
Strength
Strength
(lbs) Break Type Loc
(PSI)
(PSI) Comments
110,710 Type 3 Lab
3,920
113,020 Type 4 Lab
4,000
3,960
151,410 Type 3 Lab
5,360
150,040 Type 4 Lab
5,310
5,330
R� 5 11
Fill
11
Type 2 Type 3 Type 4
Type 5
Type 6
MEETS REFERENCE
VALUE
Slump: 3.0 Inches
Transported By: LMC
Air Content: 5.0%
Source
/Sampled At: Truck / Center
Plant: LMC - Plant #6
Mix Code: 1261
Truck/Ticket No: 5013 / 6374414
Quantity Represented: 5 cu. yds. at 10 cu. yds. placed of a 10 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. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E.
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
1 -hc The City of Coppell Attn: Mr. Larry Davis
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager
R1-UAncE
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 -0631
Date Sampled: 07/23/2010
Report Date: 08/24/2010 Previously Reported: 08/02/2010
Sampled By:
Troy Gaither
Project:
Bethel Road Paving & Utility Improvements
By Order Of:
Larry Davis
Location:
Pipe Support Piers - East and West Piers
Order Number:
Vendor #9176
Contractor:
JRJ Paving
Number of
2,910
Client:
The City of Coppell
Specimens:
4
REPORT:
REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO:
88132
Material:
CONCRETE
Test Method:
See Below
TEST RESULTS Report No: 88132
Page 1 of 1
Spec
Age Tested
Nbr
(days)
A
7
B
7
C
28
D
28
Diameter Area
(in)
(in')
6.00
28.27
6.00
28.27
6.00
28.27
6.00
28.27
81,200 Type
�]11
2,870
Type 1
Specification:
3,600 psi @ 28 days
Date Received:
07/24/2010
Curing Method:
Standard
Time Sampled:
1:40 pm
Temp.: Ambient:
93 °F Mix: 91 °F
Maximum
Compressive Average
Load
Cure
Strength
Strength
(lbs) Break Type Loc
(PSI)
(PSI) Comments
81,200 Type
Lab
2,870
83,500 Type 4
Lab
2,950
2,910
102,040 Type 4
Lab
3,610
104,620 Type 3
Lab
3,700
3,650
E E ®
E
F111
11
Type 2 Type 3
Type 4
Type 5
Type 6
MEETS REFERENCE
VALUE
Slump: 6.5
Inches
Transported By: Southern Star
Air Content: NA
Source
/Sampled At: Truck / Center
Plant: #111
Mix Code: 9363
Truck/Ticket No: 7092 / 1695547
Quantity Represented: 2.5 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 ATM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E.
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
1 -hc The City of Coppell Attn: Mr. Larry Davis
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager
[ _._. Consulting Engineering * Geotechnical Engineering * Construction Materials
LLIMIC E 3228 Halifax Street, Suite A, Dallas, Texas 75247
EOTECH fICfiL Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID: 1770 File No: C10 -0631 Date Sampled: 07/26/2010
Report Date: 08/24/2010 Previously Reported: 08/03/2010 Sampled By: Walker, III, John
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Inlet on NW corner of Bethel Rd & Denton Tap Rd Order Number: Vendor #9176
Contractor: JRJ Paving Number of
Client: The City of Coppell Specimens: 4
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 88252
Material: CONCRETE Test Method: See Below
TEST RESULTS Report No: 88252
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) P -- ■mments
A 7 6.00 28.27 117,740 Type 4 Lab 4,160 , ,160
B 28 6.00 28.27 139,430 Type 5 Lab 4,930
C 28 6.00 28.27 137,940 Type 5 Lab 4,880 ,•00
D HOLD (see remarks) -
',... El Li
' f 1 I� I �I 4 L2
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification: 4,000 psi @ 28 days MEETS REFERENCE VALUE
Date Received: 07/27/2010 Slump: 5.0 Inches Transported By: Southern Star
Curing Method: Standard Air Content: 3.0% Source /Sampled At: Truck / Center
Time Sampled: 1:15 pm Plant: #111
Temp.: Ambient: 98 °F Mix: 90 °F Mix Code: 9363 Truck/Ticket No: 6234 / 1696455
Quantity Represented: 3.25 cu. yds. at 6.5 cu. yds. placed of a 6.5 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. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. Alliance Geotechnical Group
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
1 -hc The City of Coppell Attn: Mr. Larry Davis � air* l ord. t
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.
R�UAncE
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:
1299 File No: C10 -0631
Date Sampled: 08/20/2010
Report Date: 08/24/2010
Sampled By: Tim Gatton
Project:
Bethel Road Paving & Utility Improvements
By Order Of: Larry Davis
Location:
Retaining Wall
Order Number: Vendor #9176
Contractor:
JRJ Paving
Client:
The City of Coppell
REPORT:
Concrete Cancellation
LAB NO: 89389
TEST RESULTS Report No: 89389
Page 1 of 1
As requested, a representative of Alliance Geotechnical Group, went to the project site. Upon arrival our representative
was informed concrete would not be placed today.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E.
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
1 -hc The City of Coppell Attn: Mr. Larry Davis
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager
R1-UAncE
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 -0631
Date Sampled: 08/19/2010
Report Date: 08/24/2010
Sampled By: Gaither, Troy
Project:
Bethel Road Paving & Utility Improvements
By Order Of: Larry Davis
Location:
East Bridge Slope Rip Rap
Order Number: Vendor #9176
Contractor:
JRJ Paving
Client:
The City of Coppell
REPORT:
Nuclear Field Density Test
LAB NO: 89436
Test Method: See Below
TEST RESULTS Report No: 89436
Page 1 of 1
Optimum
Maximum
Proctor Moisture
Dry Density
Proctor No Date (%)
(pcf) Color / Description
8052 07/14/2010 13.3
114.9 Orangeish Yellow and Light Brown Clayey Sand
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Material:
Test Lift # /
No. Depth Location
Wet Moisture Dry Percent
Density Content Density Proctor Spec. Moisture Proctor Pass
(pcf) % (pcf) Number No. Deviation Density Fail
Final East Bridge Slope Rip Rap 122.1 11.5 109.5 8052 1 -1.8 95.3 Pass
Gauge No.: 4557 Daily Standard Counts: 08/19/2010 DS: 3019 MS: 493
Test Methods: ASTM D6938 -07
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E.
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Rhonda Adloo
1 -hc The City of Coppell Attn: Mr. Larry Davis
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager