ST0502A- 150402TI -i I
!Gj -GEOFECHNICAL ENGINEERING
L4-
E•
ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
• CONSTRUCTIONMATERiALS TESTING
10046 Mionroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF GROUT MIX OBSERVATION
Report Date: April 2, 2015 Date Grout Placed: February 3, 2015 Standard 2-x2" Specimens
Client; City orcoppell
Project: Freeport Awy, Grout Report No: 07
Contractor: CD Builders
Grout Supplier and Plant: Commercial Grade Quikrete
Location of Placement. Tiebacks bricl�ge;stage2
OBSERVATION DATA
Time Sample Batched:
3:10 PM
'Time Sampled:
3:15 PM
Sample Location:
Gabion 1, Stage2
Temperature:
EPP 37
Ambient Range:
51°F
Concrete Range:
32,000
Weather Conditions:
Mostly Cloudy
Slump Range (inches):
N/A
Time Started:
7:00 AM
'rime Completed:
5:00 PM
Sample Air Contern(l/o):
N/A
Total Cubic Yards Placed
2
Required Strength (Lbs./st.l.in.0000
29,100
specimen
Number
Msd Slump
(his.)
Agi,
(Daps)_
Darc
rested
Total Load
(Lbs.}
Cotriplessive Strength
i Lb, iSq In
Remarks
EPP 37
N/A
7
02/10/15
32,000
8,000
PPP 38
7
02/10/15
30,760
7,690
FPP 39
7
02/10/15
29,100
7,280
EPP 40
28
03/03/15
38,620 8,620
9,660
EPP 41
28
03/03/15
35,360
8,840
FPP 42
1
28
1
03/03/15
1
3 8,12 0
1
9,530
1
rest Methods Utilized
Fracture Regular
Specimens Made By: CP
ASTM 01019, C-39, C- 143
(Unless Nol-d
Remarks and/or Distribution:
cc: Rick Odell <R0deIKicoppelltx-g,ov>
Mr, Michael Garza -6ty ofCoppell. Phone: 972-304-3679. via E-mail: MGarza,a coppelltx.gov
Mr. Mitch I rolines - Teague, Nall & Perkins. Phone: 432-3 12-4205, via F-ruaiL niholrnesa�tnpinc corn
Mr. Francisco lAlvando - CD Builders, Inc,, Phone: 787-688-8207, via [:-mail: iltiyaiido�1(icdbuW,�r�sI)r.coiii
FE Consultants, Inc.
Reviewed
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced W1010LIt the full approval of GEL Consultants, Inc.'The use of our name nrust receive
our prior written appiovaf Ow' I ette Is and iep( ris apply only to the sample tested and or observed and are uot necessarily y iti dicative of the quantities of apparently identic a] or suniku products_
GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
E I -CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 4 Fax (214) 352-6972
PIER OBSERVATION REPORT
Report Date: April 3, 2015 Inspection Date: January 21,2015
Client: City of Coppell Report No. 08
Project: Freeport Pkwy, from Ruby Rd, to Sandy Lake Rd.
Identification: Straight -shaft Piers -bridge stage 2 Project Number: 214-144
Method of Test: Visual Observation Page: I of I
Pier
Shaft
Size
Depth to
Bearing
Strata
Req'd.
Pent.
Actual
Pent.
Total
Depth
Bearing
Material
Casing
Depth
Remarks
4-F
30"
9.01
10,
10,
19.01
Dark Gray Shale
N/A
Clean, Dry, Plumb
4-G
30"
95
10,
10.41
19.91
Dark Gray Shale
N/A
Clean, Dry, Plumb
4-H
30"
9.5'
10,
10,81
20.3'
Dark Gray Shale
N/A
Clean, Dry, Plumb
4-J
30"
9.01
10.2'
19.2' _
Dark GraShale
N/A
Clean, Dry. Plumb
cc: Rick Odell <ROdell4icopPelltX,9ov>
Mi. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: Wjarza4ilcoppelltx,gov
Mr. Mitch I lolmes -Teague, Nal I& 11crkirrs, 11horic: 432-312-4205; via riiholrncs((i'tnpiac,coni
Mr. Francisco Lityarido - CD BUilders. Inc., I'lloric: 787-698-8207; via E-iiiail:IlLivando,e%cdbLiildcrspr,coin
GEE Consultants, Inc. rBPE Firm: F-3212 Reviewed by:
SII letters and reports are for the exclusive use of the client to whom they are addressed and shall riot be reproduced without the full appi oval of 6F'Ii i ('on stiliants, [tic The use of our name must receive
our pilot written approval. Our letters and tepoils apply only to the sample tested and/or observed and are not nccessal'i I% indicative of the quantities of apparently identical or si in i tar products,
-GEOTECHNICAL ENG6NEERING
E • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
• CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: April 3, 2015 Date Concrete Placed: February 11,2015 Standard 6"x12" Cylinders
Client: City of C,,-)Ppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd, to Sandy Lake Rd. Concrete Report No.: 132
Contractor: CD Builders Inc, Project No,: 214-0144
Concrete Supplier and Plant, Argos it 125
Location of Placement: Inlet bottom and wall STA 151-00:17
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1083 Time Sample Batched: 1:02 PM
Cement: Time Sampled: 1:45 PM
Fly Ash: Sample Location: Inlet STA 15+00.17
CrA Truck / Ticket No: 6221 /1571516
Specimen
Number
Temperature:Ambient
Age
(Days)
Intermediate Aggregate:
Total Load
(Lbs.)
Compressive Strength
(I.bs,/Sq.In.)
Remarks
Range:
66 OF
Fine Aggregate:
Concrete Range:
71 OF
Admixtures:
Slump Range (inches):
2.5
1
Weather Conditions:
Clear
2
Time Started:
12:30 AM
Added Water: 0
Time Completed:
4:00 PM
3/11115
Sample Air Content (%):
4.5
Total Cubic Yards Placed:
6
H
Reonired StrenLith (Lb%./sa.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
I)ate
'I ested
Total Load
(Lbs.)
Compressive Strength
(I.bs,/Sq.In.)
Remarks
FPP 525
7
2/18/15
99,440
3,520
FPP 526
28
-')/11115
122,0804-
4,3 )20
FPP 527
2.5
28
3/11115
124,060+
4,390
FPP 528
H
Hold
I
Test Methods Utilized
Fracture Regular
Cylinders Made f3y, BT
ASTM C-31, C-391 C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Rick Odell <ROdelI(),coppeIltx.gov->
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679: via E-mail: MGarza(-( - i)coppelltx.gov
Mr, Mitch Holmes - Teague.'_Nall & Perkins, phone: 432-312-4205: via F -mail mholmes q(,tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc.. Phone: 787-688-8207. via E-mail: fluvandoC(ecdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 KCVICWCO by.
All letters and reports are for the exCILISI\C use Of the client to WhOol they are addressed and shall not be reproduced without the full approval of GEE Consultants, Inc. The use of our name must
receive out prior written approval. Out letters and reports apply Onk to the sample tested and/or observed and are not necessarily indicative of the CiLlarltifieS ol'apparently identical or similar products.