ST0301C- LR150702GEOTECHNICAL ENGINEERING
E I - ENVIRONMENTAL CONSULTING
A # CONSTRUCTION MATERIALS TESTING
GEE Consultants,
10046 Monroe Drive # Dallas, Texas 75229 0
REPORT OF CONCW'A'E MIX OBSERVATION
Report Date: July 24, 2015 Date Concrete Placed:
Client: City of Coppell
Project: Bethel & Coppell Road
Contractor: iron Concrete Construction
Concrete supplier and Plant: Argos I
Location of Placement: Inlet 3
OBSERVATION DATA
'Time Sample Batched:
Time Sampled:
Sample Location:
Truck /Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
'Time Started:
Time Completed:
Sample Air Content
Total Cubic Yards Placed:
Required Strenth (Lbs./s in.):
f I I ,ad Compressive Strength
14) 352-5433
July 2 2015 Standard 6"x12" Cylinders
,
Cylinder Cross-sectional Area: 28.27 Square tactics
Concrete Report No.: 07
Project No.: 215-140
4:30 PM
5:25 PM
STA. 1+7758 and 5+28.81
7099/1 6403 1 8
96 'F
100 OF
3.0
Partly Cloudy
3:00 PM
6:30 I'M
10
5,0
4000
S�easu�t
Specimen �d ) I Age (Lbs./Sq.ln.)
(D
)a�
Slump in. s) Tested (Lbs.)
Number ui 3 7/5/15 124,440 4,400
Specimen
'c i men 'asu�,,,
r -np
Number tl, u',,
C R 29 4,250
BCR 30 7 7/9/15 120,220
3 o 7/23/15
!BCR 31 3.0 28 148,600 5,260
CR 29
BCR
28 7/23/15 154,780 5A80
IC R32
'R
pCR 33
CNind,
'rest Methods Utilized Fracture Regular Cylinders Made By: 131'
"t,::
" f,:�=
ASTM C-31, C-39, C-143 (I finless Noted Otherwise)
L
Remarks and/or Distribution:
cc: Mr, Rick Odell - City of Coppell via E-mail: Rodelloa _CO2I2_e1_1t_X1-11-0_V
Mr. Michelle Maturas - City of COPPell via Email: inniatu Las�z coppelltx.ov
Mr, George Marshall - City of Coppell via Email: gj�uarshall'�Weoel!fxOv
Mr, Robert Caudill - riseo Paving via Email: rcaudillntisc opavina.com
Remarks
Revie V
Firm- F-3212 nic use of our narne rlust recelW
GEy,Sqisialtants, f.,011sultauts, 111c,
Of the d I ell t 10 whom I thc.% are addressed and Shell not be reptoduced �ialout I tu, ful I I ppoNal of G E I d
All letters and reports are for the exdllsiVe use [lecessaril, indicam e of the quatitifies of appatenfly i entical or sirvilar products.
our priur written aptuoval, our leucrs and reports apply only to jle stufue tc,ted an(Voi observed and are not
Source / SSD Batcli Wts.
MATERIALS
Description (Lbs,'CuYd)
Mix Number:
D10000001083
Cement:
Fly Ash:
Course Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
0 Gallons
14) 352-5433
July 2 2015 Standard 6"x12" Cylinders
,
Cylinder Cross-sectional Area: 28.27 Square tactics
Concrete Report No.: 07
Project No.: 215-140
4:30 PM
5:25 PM
STA. 1+7758 and 5+28.81
7099/1 6403 1 8
96 'F
100 OF
3.0
Partly Cloudy
3:00 PM
6:30 I'M
10
5,0
4000
S�easu�t
Specimen �d ) I Age (Lbs./Sq.ln.)
(D
)a�
Slump in. s) Tested (Lbs.)
Number ui 3 7/5/15 124,440 4,400
Specimen
'c i men 'asu�,,,
r -np
Number tl, u',,
C R 29 4,250
BCR 30 7 7/9/15 120,220
3 o 7/23/15
!BCR 31 3.0 28 148,600 5,260
CR 29
BCR
28 7/23/15 154,780 5A80
IC R32
'R
pCR 33
CNind,
'rest Methods Utilized Fracture Regular Cylinders Made By: 131'
"t,::
" f,:�=
ASTM C-31, C-39, C-143 (I finless Noted Otherwise)
L
Remarks and/or Distribution:
cc: Mr, Rick Odell - City of Coppell via E-mail: Rodelloa _CO2I2_e1_1t_X1-11-0_V
Mr. Michelle Maturas - City of COPPell via Email: inniatu Las�z coppelltx.ov
Mr, George Marshall - City of Coppell via Email: gj�uarshall'�Weoel!fxOv
Mr, Robert Caudill - riseo Paving via Email: rcaudillntisc opavina.com
Remarks
Revie V
Firm- F-3212 nic use of our narne rlust recelW
GEy,Sqisialtants, f.,011sultauts, 111c,
Of the d I ell t 10 whom I thc.% are addressed and Shell not be reptoduced �ialout I tu, ful I I ppoNal of G E I d
All letters and reports are for the exdllsiVe use [lecessaril, indicam e of the quatitifies of appatenfly i entical or sirvilar products.
our priur written aptuoval, our leucrs and reports apply only to jle stufue tc,ted an(Voi observed and are not