SW0801-LR110223 (2)rru
Acct ID: 1770
Consulting Engineering 'k Geotechnical Engineering � Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C10 -1036
Report Date: 02/23/2011
Project: Sidewalk Improvements
Location: Sidewalk 600 S. Denton Tap Rd, at Denton Tap & Meadowcreek
Client: Citv of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Date Sampled: 01/25/2011
Sampled By: Clay, Bill
By Order Of: Larry Davis
Order Number: 1770
Number of
Specimens: 4
LAB NO: 97134
Material: CONCRETE Test Method: See Below
TEST RESULTS Report No: 97134
Page 1 of 1
Spec
Age Tested
Nor
(days)
A
7
B
28
C
28
D
Break Type
HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification:
Compressive
Maximum
Cure
Diameter
Area
Load
(PSI)
(in)
(in')
(lbs)
Break Type
6.00
28.27
119,410
Type 2
6.00
28.27
136,715
Type 2
6.00
28.27
137,445
Type 2
HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification:
Compressive
Average
Cure
Strength
Strength
Loc
(PSI)
(PSI) Comments
Lab
4,220
4,220
Lab
4,840
Plant:
Lab
4,860
4,850
HOLD (see remarks) -
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Specification:
3,000 psi @ 28 days
Date Received:
01/26/2011
Slump: 4.0 Inches Transported By:
Redi -Mix
Curing Method:
Standard
Air Content: 3.3% Source /Sampled At:
Truck / Center
Time Sampled:
9:15 am
Plant:
Redi -Mix - Plant #P259
Temp.: Ambient:
41 °F Mix: 58 °F
Mix Code: 10J11504 Truck/Ticket No:
1349 / 25288256
Unit Weight:
144.6 # /cu ft
Quantity Represented:
10 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172,
0143, C231 or C173,
C1064 and C138.
Compressive strength tests per ASTM C39.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
f ,
Perry C. Kakara, 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 - GROUff
Acct ID: 1770
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C10 -1036
Report Date:
02/23/2011
Project:
Sidewalk Improvements
Location:
Sidewalks
Client:
City of Coppell
REPORT: 2REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Date Sampled: 01/26/2011
Sampled By: Gatton, Tim
By Order Of: Larry Davis
Order Number: 1770
LAB NO: 97191
Test Method: See Below
TEST RESULTS Report No: 97191
Page 1 of 2
Set: 1 of 2 Material: CONCRETE Number of Specimens: 4
Location: Driveway approach exit side from Church and shopping center, 2' N. x 3' E. of centerline of curb
Quantity Represented: 10 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, 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.
Maximum
Compressive Average
Spec Age Tested Diameter
Area
Load
Cure
Strength
Strength
Nbr (days)
(in)
(in 2)
(Ibs)
Break Type
LOG
(PSI)
(PSI) Comments
A 3
6.00
28.27
92,185
Type 2
Lab
3,260
3,260
B 7
6.00
28.27
116,805
Type 2
Lab
4,130
4,130
C 28
6.00
28.27
147,040
Type 4
Lab
5,200
D 28
6.00
28.27
142,395
Type 5
Lab
5,040
5,120
1
Type 1
Type 2
Type 3 Type
4
Type 5
Type 6
Specification:
3,600 psi @ 28 days
Date Received:
01/27/2011
Slump: 4.5 Inches
Transported By: Redi -Mix
Curing Method:
Standard
Air Content: 4.3%
Source
/Sampled At: Truck / Center
Time Sampled:
11:11 am
Plant: Redi -Mix - Plant #P259
Temp.: Ambient:
60 °F Mix: 57 °F
Mix
Code: 10L11504
Truck /Ticket No: 1371 / 2528886
Quantity Represented: 10 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, 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.
III
GEOTECHMICIfIlL
GR
Consulting Engineering x 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 -1036
Date Sampled: 01/26/2011
Report Date: 02/23/2011
Sampled By: Gatton, Tim
Project:
Sidewalk Improvements
By Order Of: Larry Davis
Location:
Sidewalks
Order Number: 1770
Client:
City of Coppell
REPORT:
2REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 97191
Test Method: See Below
TEST RESULTS
Report No: 97191
Page 2 of 2
Set: 2 of 2
Material:
CONCRETE
Number of Specimens: 4
Location: Sidewalk 4'N. & 5' E. of N.
entrance to ReMax Realtors
Maximum
Compressive Average
Spec Age Tested Diameter
Area
Load Cure
Strength Strength
Nor
(days) (in)
(in 2)
(Ibs) Break Type Loc
(PSI) (PSI) Comments
A
7 6.00
28.27
110,195 Type 3 Lab
3,900
B
7 6.00
28.27
109,960 Type 2 Lab
3,890 3,890
C
28 6.00
28.27
131,160 Type 5 Lab
4,640
D
28 6.00
28.27
123,050 Type 5 Lab
4,350 4,500
f
i ,ICI
I
h
V_
If
1
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification: 3,000 psi @ 28 days
Date Received: 01/27/2011 Slump: 4.5 Inches Transported By: Redi -Mix
Curing Method: Standard Air Content: 4.0% Source /Sampled At: Truck / Center
Time Sampled: 11:36 am Plant: Redi -Mix - Plant #P259
Temp.: Ambient: 60 °F Mix: 57 °F Mix Code: 1 01_1 1504 Truck /Ticket No: 1321 / 25288901
Quantity Represented: 10 cu. yds.
Remarks:
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173,
C1064 and C138. Compressive strength tests per ASTM C39.
Orig: The City of Coppell (Coppell TX) Attn: Mr, Larry Davis (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
-
Perry C. Kakara, 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.