SW0801-LR101122I
MLIMCE
GEOTECHMIML
Wour
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 -1036 Date Sampled: 11/11/2010
Report Date: 11/22/2010 Sampled By: Gatton, Tim
Project: Sidewalk Improvements By Order Of: Client
Location: Denton Tapp Order Number: 1770
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 94795
Test Metho Se B e l ow
TEST RESULTS Report No: 94795
Page 1 of 2
Set: 1 of 2 Material: CONCRETE
Location: Driveway approaches N.bound Denton Tapp
l
s
Number of Specimens: 4
Compressive
Cure
Strength
Maximum
Spec
Age Tested
Diameter
Area
Load
Nbr
(days)
(in)
(in 2)
(Ibs) Break Type
A
7
4.00
12.57
53,710 Type 2
B
28
6.00
28.27
Redi -Mix -Plant #P136
C
28
6.00
28.27
1183 / 25267647
D
l
s
Number of Specimens: 4
Average
Strength
(PSI) Comments
4,270
HOLD (see remarks) -
Compressive
Cure
Strength
Loc
(PSI)
Lab
4,270
Lab
Lab
11/12/2010
Average
Strength
(PSI) Comments
4,270
HOLD (see remarks) -
Quantity Represented: 10 cu. yds.
Remarks: Sampled: South driveway approach to Grow It Nursery
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.
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 AITHOUT WRITTEN PERMISSION_
Type 1
Type 2 Type 3 Type 4
Type 5 Type 6
Specification:
3,600 psi @ 28 days
Date Received:
11/12/2010
Slump: 5.0 Inches
Transported By:
Redi -Mix
Curing Method:
Standard
Air Content: 6.0%
Source /Sampled At:
Truck / Center
Time Sampled:
12:05 pm
Plant:
Redi -Mix -Plant #P136
Temp.. Ambient:
77 °F Mix: 76 °F
Mix Code: 101-11504
Truck/Ticket No:
1183 / 25267647
Quantity Represented: 10 cu. yds.
Remarks: Sampled: South driveway approach to Grow It Nursery
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.
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 AITHOUT WRITTEN PERMISSION_
nLUnticE
III It
GEOTECHMICRIL
Wour
Consulting Engineering * Geotechnical Engineering s 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: 11/11/2010
Report Date: 11/22/2010 Sampled By: Gatton, Tim
Project: Sidewalk Improvements By Order Of: Client
Location: Denton Tapp Order Number: 1770
Client: The City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 94795
Test Method: See Below
TEST RESULTS Report No: 94795
Page 2 of 2
Set: 2 of 2
3,000 psi @ 28 days
Material: CONCRETE
Date Received:
Location: Sidewalk N.bound
Denton
Tapp
Curing Method:
Standard
Air Content: 5.7% Source /Sampled At:
Truck / Center
Time Sampled:
12:49 pm
Maximum
Redi -Mix - Plant #P136
Compressive
Spec Age Tested
Diameter
Area
Load
Cure
Strength
Nbr (days)
(in)
(in 2)
(Ibs) Break Type
Loc
(PSI)
A 7
4.00
12.57
48,775 Type 2
Lab
3,880
B 28
6.00
28.27
Lab
C 28
6.00
28.27
Lab
D
Number of Specimens: 4
Average
Strength
(PSI) Comments
3,880
Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
HOLD (see remarks) -
Specification:
3,000 psi @ 28 days
Date Received:
11112/2010
Slump: 4.5 Inches Transported By:
Redd -Mix
Curing Method:
Standard
Air Content: 5.7% Source /Sampled At:
Truck / Center
Time Sampled:
12:49 pm
Plant:
Redi -Mix - Plant #P136
Temp.: Ambient:
80 °F Mix: 79 °F
Mix Code: 10J11504 Truck/Ticket No:
1193 / 25267697
Quantity Represented: 10 cu. yds.
Remarks: Sampled 120' South of driveway to Grow It Nursery
Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ATM C172, C143, 0231 or C173.
01064 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 ST.ANDA,RDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QU.AUTIES 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 I i iE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED Vâś“ITHOU I 'V BITTEN PERMISSION.