ST9902-LR140101r G0TEC Hfi ICfiL
OUP
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: C13 -0634 Date Sampled: 12/04/2013
Report Date: 01/02/2014 Previously Reported: 12/10/2013 Sampled By: Roberts, Duce
Project: West Sandy Lake Road By Order Of:
Location: Various Locations Order Number: 1770
Client: City of Coppell
REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 155194
Test Method: See Below
TEST RESULTS Report No: 155194
Page 1 of 2
Set: 1 of 2 Material: Concrete
Location: 15' inlet Lat G -5 @ Sta. # 1 +10
Spec
Age Tested
Diameter
Nbr
(date : days)
(in)
A
12/11/13:7
4.00
B
12/11/13:7
4.00
C
01/01/14:28
4.00
D
01/01/14:28
4.00
E
01/01/14:28
4.00
Number of Specimens: 5
Maximum
12/05/2013
Curing Method:
Compressive
Average
Area Load
Time Batched:
3:15 pm
Cure
Strength
Strength Tested
(in 2) (Ibs)
Break Type
Loc
(PSI)
(PSI) By Comments
12.57 90,745
Type 3
Lab
7,220
12.57 86,550
Type 3
Lab
6,890
7,050
12.57 88,820
Type 5
Lab
7,070
12.57 88,555
Type 5
Lab
7,050
12.57 89,155
Type 5
Lab
7,070
R F79
R
R
ll]
R
1111
Type 1 Type 2
Type 3
Type 4
Type 5
Type 6
Specification
Strength: 3,000 psi @ 28 days
Slump: 4 max
Air Content: 3 -6
Date Received:
12/05/2013
Curing Method:
Standard
Time Sampled:
4:45 pm
Time Batched:
3:15 pm
Temp.: Ambient:
70 °F Mix: 78 °F
CONFORMS
Slump: 2.75 Inches Transported By: LMC
Air Content: 4.2% Source /Sampled At: Truck / Center
Mix Code: 1261 Plant: 96
Truck /Ticket No: 7056 / 163680648
Quantity Represented: 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 ASTM C31, C172, C143, C231 or
C173, C1064 and C138. Compressive strength tests per ASTM C39.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
_V , — fie..- 4.t:.J
Perry C. Kakara, CME Department 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.
C LIPoYCE
C7TECHflICRL
QUf
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: C13 -0634
Date Sampled: 12/04/2013
Report Date: 01/02/2014 Previously Reported: 12/10/2013
Sampled By: Roberts, Duce
Project: West Sandy Lake Road
By Order Of:
Location: Various Locations
Order Number: 1770
Client: City of Coppell
REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH
TEST LAB NO: 155194
Test Method: See Below
TEST RESULTS Report No: 155194
Page 2 of 2
Set: 2 of 2 Material: Concrete
Number of Specimens: 4
Location: 8ft x 4ft RCB at Storm Drain Line G, Station 2 +00
Maximum Compressive Average
Spec Age Tested Diameter Area Load Cure
Strength Strength Tested
Nbr (date : days) (in) (inz) (Ibs) Break Type Loc
(PSI) (PSI) By Comments
A 12/11/13: 7 6.00 28.27 117,800 Type 3 Lab
4,170 4,170
B 01/01/14: 28 6.00 28.27 167,955 Type 3 Lab
5,940
C 01/01/14: 28 6.00 28.27 165,040 Type 3 Lab
5,840 5,890
D
HOLD (see remarks) -
1
Type 1 Type 2 Type 3 Type 4
Type 5 Type 6
Specification
CONFORMS
Strength: 4,000 psi @ 28 days
Slump: 4 max Slump: 3.5 Inches
Transported By: Southern Star
Air Content: 3 -6 Air Content: 4.7%
Source /Sampled At: Truck / Center
Mix Code: 1083
Plant: 125
Date Received: 12/05/2013
Truck /Ticket No: 1093 / 1093
Curing Method: Standard
Time Sampled: 6:15 pm
Time Batched: 5:10 pm
Temp.: Ambient: 68 °F Mix: 75 °F
Quantity Represented: 10 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 ASTM C31, C172, C143, C231 or
C173, C1064 and C138. Compressive strength tests per ASTM C39.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
�r
Perry C. Kakara, CME Department 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.