ST9902-LR140128filLIMCE
CIEOTECtiI'1lC19L
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: C13 -0634
01/02/2014
Curing Method:
Date Sampled: 12/31/2013
Report Date: 01/29/2014 Previously Reported: 01/07/2014
3:04 pm
Time Batched:
Sampled By: Gatton, Tim
Project: West Sandy Lake Road
51 °F Mix: 62 °F
By Order Of: Walter
Location: Box Culvert eastbound Sandy Lake Rd., Sampled:
150' East
of
Order Number: 1770
entrance to Verizon x 40' south of Sandy Lake Rd.
Number of
Client: City of Coppell
Specimens: 5
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH
TEST
LAB NO: 156065
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 156065
Page 1 of 1
Maximum
Compressive
Average
Spec Age Tested Diameter Area Load Cure
Strength
Strength Tested
Nbr (date : days) (in) (in 2) (Ibs) Break Type
Loc
(PSI)
(PSI) By Comments
A 01/03/14: 3 6.00 28.27 88,115 Type 5
Lab
3,120
3,120
B 01/07/14: 7 6.00 28.27 128,005 Type 2
Lab
4,530
C 01/07/14: 7 6.00 28.27 124,100 Type 2
Lab
4,390
4,460
D 01/28/14: 28 6.00 28.27 163,965 Type 3
Lab
5,800
E 01/28/14: 28 6.00 28.27 162,840 Type 3
Lab
5,760n
5,780
Type 1 Type 2 Type 3
Type 4
Type 5
Type 6
Specification
Strength: 4,000 psi @ 28 days
Slump: 3 -5
Air Content: 4 -6
Date Received:
01/02/2014
Curing Method:
Standard
Time Sampled:
3:04 pm
Time Batched:
1:50 pm
Temp.: Ambient:
51 °F Mix: 62 °F
CONFORMS
Slump: 3.25 Inches Transported By: Argos
Air Content: 4.4% Source /Sampled At: Truck / Center
Mix Code: 1083 Plant: 110
Truck /Ticket No: 5012 / 1341842
Quantity Represented: 6 cu. yds. at 6 cu. yds. placed of a 6 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 Geotechnini -cal 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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
RLUFmce
GEorECrinicAL
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: C13 -0634
Date Sampled: 01/21/2014
Report Date: 01/28/2014
Sampled By: Hernandez, Caleb
Project: West Sandy Lake Road
By Order Of: Walter
Location: Manhole on West Sandy Lake; Sampled at Station 107 +18 on
Order Number: 1770
West Sandy Lake Rd, South Side of Street
Number of
Client: City of Coppell
Specimens: 4
REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
LAB NO: 156979
Material: Concrete
Test Method: See Below
TEST RESULTS
Report No: 156979
Page 1 of 1
Maximum Compressive Average
Spec Age Tested Diameter Area Load Cure Strength
Strength Tested
Nbr (date : days) (in) (in 2) (lbs) Break Type Loc (PSI)
(PSI) By Comments
A 01/28/14: 7 6.00 28.27 120,950 Type 3 Lab 4,280
4,280
B 02/18/14:28 6.00 28.27 Lab
C 02/18/14:28 6.00 28.27 Lab
D
HOLD (see remarks) -
1
H E`1`1 11i't E_
Type 1 Type 2 Type 3 Type 4 Type 5
Type 6
Specification
Strength: 4,200 psi @ 28 days
Slump: 3 -5 Slump: 3.25 Inches
Transported By: Redi -Mix
Air Content: 3 -6 Air Content: 3.9%
Source /Sampled At: Truck / Center
Mix Code: 50M11501
Plant: P259
Date Received: 01/22/2014
Truck/Ticket No: 1375 / 25790398
Curing Method: Standard
Time Sampled: 1:37 pm
Time Batched: 12:44 pm
Temp.: Ambient: 45 °F Mix: 59 °F
Quantity Represented: 3.5 cu. yds. at 3.5 cu. yds. placed of a 3.5 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)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotech /niica{l Group
� J Jill
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.