ST0502B- LR160224RLLIRIYCE
GGEOTECNf11CRL
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: C15-0812 Date Sampled: 02/16/2016
Report Date: 02/24/2016 Sampled By: Speaks, Danny
Project: Freeport Parkway North By Order Of: Walter
Location: Retaing wall footing at Station 2+64 10 to 2+99.08, Sampled; Order Number: 1770
Station 2+64.10
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Material: Concrete
Spec:
Age Tested
Diameter
Area
Nbr
(date : days)
(in)
(in')
A
02/23/16:7
6.00
28.27
B
02/23/16:7
6.00
28-27
C
03/15/16: 28
6.00
2827
D
03/15/16: 28
6.00
2827
TEST RESULTS
Maximum
Compressive
Load Cure
Strength
(Ibs) Break Type Loc
(PSI)
101,815 Type 3 Lab
3,600
102,435 Type 3 Lab
3,620
Type 1
Specification
Strength: 3,600 psi @ 28 days
Slump:
Air Content:
Number of
Specimens 4
LAB NO: 203601
Test Method. See Below
Report No: 203601
Page 1 of 1
Average
Strength Tested
(PSI) By Comments
JR
3,610 JR
Lab
Lab
Type 2 Type 3 Type 4 Type 5 Type 6
Slump: 5.0 Inches Transported By: LMC
Air Content: 1.5% Source/Sampled At: Truck / Center
Mix Code: 1701 Plant: 956
Date Received: 02/17/2016 Truck/Tcket No; 7060 163098716
Curing Method: Standard
Time Sampled: 1:45 pm
Time Batched: 12:24 pm
Ternp : Ambient: 72°F Mix: 70°F
Unit Weight: 140.4 #/cu ft
Quantity Represented: 9.0 cu. yds. at 9.0 cu. yds, placed of a 27.0 cu. yd, total placement
Remarks:
Test Method (As Applicable): Unless noted in remarks, concrete was sampled and tested in accordance with ASTM C31, C172_, C143,
C1064 and C138. Compressive strength test per ASTM C39. Air Content was per ASTM C231 and
cylinders were not capped per ASTM C617
Orig: City of Cop pell (Coppell, TX) Attn: Mr. Rick O'Dell (1-cccopy)
Respectfully Submitted,
Alliance Geotechnical Group
f
Perry C. Kakara, SET, CME Department Manager
1111S REPORT APPt IES ONt Y FO THE STANDARDS OR PROCEDURES INDICAI ED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
I I IE QUALITIES OF APPARLNTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLE=SS SO
NOTED 1 FIESE REPOR F8 ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
RLLiAnce
GEOTECI1hICRL
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: C15-0812
Report Date: 02/24/2016 Previously Reported: 02/03/2016
Project: Freeport Parkway North
Location: Inlets Freeport Pkwy Northbound at Sta 10+40
Client: City of Coppell
REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST
Material: Concrete
TEST RESULTS
Spec:
Nbr
A
B
C
D
Date Sampled: 01/26/2016
Sampled By:
Burgdorf, Bradley
By Order Of:
Walter
Order Number: 1770
Number of
Average
Specimens:
4 _
LAB NO:
202143
Test Method:
See Below
Report No:
202143
Page 1 of 1
Tested
By
Type 1
Specification
Strength: 4,000 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Comments
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 3.75 Inches Transported By: Redi-Mix
Air Content: 4.0% Source/Sampled At: Truck I Center
Mix Code: 1 OM21524 Plant: 259
Gate Received: 01/27/2016 Truck/Ticket No: 1269 / 25234253
Curing Method: Standard
Time Sampled: 1:30 pm
Time Batched: 11:38 am
Temp.: Ambient: 52°F Mix: 61°F
Unit Weight: 146.8 #/cu ft
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 10 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless nod
d C138. Compressive strength testsampled peraASTMnd tC39ed n Air Content was pwith e TM 1 143,
per ASTM and
C1064 an
cylinders were not capped per ASTM C617.
Ong: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
I IIIS RFPORT APPLIES ONLY TO TI IE STANDARDS OR PROCFDURFS INDICAI ED AND TO THE SAMPL E(S) TESTFD AND/OR OBSERVED AND ARE NOT NECESSARILY INOICATIV[OF
'I I IE QUALITIES OF APPARL"NTI Y IDF.NTIGAI. OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY RE PRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOT E.D. "THESF. REPOR I S ARF FOR T HP I XCLUSIVF-. USE OP TI IF ADDRESSED CLIENT AND ARE NO] TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
Maximum
Compressive
Average
Age Tested
Diameter
Area
Load
Cure
Strength
(PSI)
Strength
(PSI)
Tested
By
(date : days)
(in)
(in Z)
(Ibs)
Break Type
Loc
02/02/16: 7
6.00
28.27
145,055
Type 3
Lab
5,130
5,130
JR
02/23/16: 28
6.00
28.27
179,525
Type 1
Lab
6,350
JR
02/23/16: 28
6.00
28.27
176,520
Type 2
Lab
6,240
6,300
JR
Type 1
Specification
Strength: 4,000 psi @ 28 days
Slump: 3-5
Air Content: 3-6
Comments
HOLD (see remarks) -
Type 2 Type 3 Type 4 Type 5 Type 6
CONFORMS
Slump: 3.75 Inches Transported By: Redi-Mix
Air Content: 4.0% Source/Sampled At: Truck I Center
Mix Code: 1 OM21524 Plant: 259
Gate Received: 01/27/2016 Truck/Ticket No: 1269 / 25234253
Curing Method: Standard
Time Sampled: 1:30 pm
Time Batched: 11:38 am
Temp.: Ambient: 52°F Mix: 61°F
Unit Weight: 146.8 #/cu ft
Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 10 cu. yd. total placement
Remarks:
Test Method (As Applicable): Unless nod
d C138. Compressive strength testsampled peraASTMnd tC39ed n Air Content was pwith e TM 1 143,
per ASTM and
C1064 an
cylinders were not capped per ASTM C617.
Ong: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
I IIIS RFPORT APPLIES ONLY TO TI IE STANDARDS OR PROCFDURFS INDICAI ED AND TO THE SAMPL E(S) TESTFD AND/OR OBSERVED AND ARE NOT NECESSARILY INOICATIV[OF
'I I IE QUALITIES OF APPARL"NTI Y IDF.NTIGAI. OR SIMII AR PRODUCTS OR PROCEDURES, NOR DO THEY RE PRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOT E.D. "THESF. REPOR I S ARF FOR T HP I XCLUSIVF-. USE OP TI IF ADDRESSED CLIENT AND ARE NO] TO BE REPRODUCED WITHOUT WRITTEN PERMISSION