Prestwick-LR011022G '° GEOTECHNItL-\L ENGINEERING
' GEE Consui , Inc.
'I E· CONSTRUCTION MATERIALS TESTING
0046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (,214) '~52-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: October 22, 2001 Date Concrete Placed: September 24, 2001 Stanaard 6"x12"
Client: ~ss~s~~i~ment, ]'nc. Area 28.27 Square Inches
Project: f Prestwick Court Concrete Report No.: 4
Contractor: ~ Gilco Contracting, Inc. Project No.: 200-0361
Concrete Supplier and Plant:~ Hanson//29
Location of Placement: ~N~,.avement ~
MATERIALS Sonr~ sso ~. wu. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 7718 Time Sample Batched: 08:09 am
Cement: Time Sampled: 09:50 am
Fly Ash: Sample Location: 31' N. Of PT l +49.58; 21' W. of
Station C 0+00
Coarse Aggregate: TrucWTicket No: 2/814680
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 60°F
Concrete Range: 78°F
Admixtures: Slump Range (inches): 2"
1 Weather Conditions: Clear
2 0Time Started: 07:00 am
Added Water: 15 gallons Time Completed: 06:30 pm
Sample Air Content (%): 1%
Total Cubic Yards Placed: 50
Requir ~ Strength (Lbs./sq.in.): 3,500
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) ILbs./Sq.ln.)
PRE 13 7 10/01/01 ! 17,080 4,140
PRE 14 28 10/22/01 131,960 4,670
2"
PRE 15 28 10/22/01 136,020 4,810
PRE 16 H HOLD
Test Methods Utilized Fracture Regular
ASTM C-31,C-39.C-143 (Unless Noted Otherwise) Cylinders Made By: EA
Remarks and/or Distribution:
cc: Mr. Bob Delsanter - B.A.V. Development, Inc.
Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc. \
Mr. Larry Davis - City of Coppell
Mr. Robert Hodges - Angelo lafrate Construction, L.L.C.
Mr. Royce Carter- H&W Utility Contractor
All letters and repons are for ~ exclusive use of the client to whom ~ey are addressed and shall not be reproduced without the full approval of GEE Co~ulmau. inc. 'TLS6 use of out' name must receive our prior wnUen appro al.
Our letters and repons apply only to the sample ~sled and/or observed and ate riot necessarily indicative of tho quanotie~ of apparently identical or similar products.
~ i ° GEOTECHNIG\L ENGINEERING
! r
i[ GEE Consultants, Inc.
~ I
10046 ,Monroe Drive · Dallas, Texas 75229 · (214} 352-5433 - Fax ~214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: October 22, 2001 Date Concrete Placed: September 24, 2001 Standard 6"x12"
Client: B.A.V. Development, Inc. Area 28.27 Square Inches
Project: Prestwick Court Concrete Report No.: 5
Contractor: Gilco Contracting, Inc. project No.: 200-0361
Concrete Supplier and Plant: Hanson #29
Location of Placement: Pavement
MATERIALS ~o~, sst:,,~.~, w,s. OBSERVATION DATA
De~ription (Lbs/CuYd)
Mix Number: 7718 Time Sample Batched: 11:22 am
Cement: Time Sampled: 11:50 am
Fly Ash: Sample Location: 17' from PT l +49.58 south; 5' from
West gutter
Coarse Aggregate: Truck/Ticket No: 1883/814705
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 67°F
Concrete Range: 78°F
Admixtures: Slump Range (inches): t .5"
1 Weather Conditions: Clear
2 0Time Started: 07:00 am
Added Water: 0 gallons Time Completed: 06:30 pm
Sample Air Content (%): 3%
Total Cubic Yards Placed: 180
Requit~ Strensth (Lbs./sq.in.): 3,500
Specimen Measured Age Date Total Load. Compressive Strength Remarks
Number Slump (in.'~ (Da~'s) Tested (Lbs.) I?bs./Sq.ln.)
PRE 17 7 10/01/01 104,740 3,700
PRE 18 28 10/22/01 141,660 5,010
1.5"
PRE 19 28 10/22/01 137,580 4,870
PRE 20 bi biOLD
Test M~tho6s Utilized Fracture Regular
ASTM C-31,C-39,C-143 fUnless Noted Olhe~ise) Cylinders Made By: EA
Remarks and/or Distribution:
cc: Mr. Bob Delsanter - B.A.V. Development, Inc.
Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc.
Mr. Robert Hodges - Angelo Iafrate Construction, L.L.C.
Mr. Royce Carter - H&W Utility Contractor
GEE Consultants, Inc. Reviewed by: '
· GEOTECHNIC.% ENGINEERING
' Itants I
GEE Consu nc.
i Ei - CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 75229 ° (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: October 22, 2001 Date Concrete Placed: September 24, 2001 Standard 6"x12"
Client: B.A.V. Development, .;nc. Area 28.27 Square Inches
Project: Prestwick Court Concrete Report No.: 6
Contractor: Gilco Contracting, Inc. Project No.:200-0361
Concrete Supplier and Plant: Hansoll #29
Location of Placement: Pavement
MATERIALS so~, sst, a=~ w,s. OBSERVATION DATA
De~:nption (LbS/CuYd)
Mix Number: 7718 Time Sample Batched: 01:49 pm
Cement: Time Sampled: 02:15 pm
Sample Location: Station 3 + 50, Prestwick Ct.
Fly Ash: Truck/Ticket No: N/A/814725
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 69°F
Concrete Range: 82°F
Fine Aggregate: Slump Range (inches): 1.75"
Admixtures: Weather Conditions: Clear
l 0Time Started: 07:00 am
2 Time Completed: 06:30 pm
Added Water: 0 gallons Sample Air Content (%): 5 %
Total Cubic Yards Placed: 3 I0
Recluit xl Strength ILbs./sq.in.): 3,500
Specimen Measured Age Dat~ Total Load Compressive Strergth Remarks
Number Slump'( in. ) { Days) Tested ~ Lbs. ) { Lbs. ,'Sq. In. )
PRE 21 7 !0/01/01 114,940 4,070
PRE 22 28 10/22/01 134,260 4,750
1.75"
PRE 23 28 10/22/01 134,660 4,760
PRE 24 H HOLD
Test Metho~ Utilized Fracture Regular
ASTM C-31,C-39.C-t43 (Unless Noted Otherwise) Cylinders Made By: EA
Remarks anti/or Distribution:
cc: Mr. Bob Delsanter - B.A.V. Development, Inc.
Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc.
Mr. Larry Davis - City of Coppell
Mr. Robert Hodges -Angelo Iafrate Construction, L.L.C.
Mr. Royce Carter - H&W Utility Contractor
GEE Consultants, Inc. Reviewed
G · GEOTECHNICAL ENGINEERING
, E GEE Consui , Inc.
E · CONSTRUCTION MATERIALS
, ~9 · (214) 352-5433 · Fax 014) ~ ~-~
10046 Monroe Drive · Dallas, Texas ~'~
REPORT OF CONCRETE MIX OBSERVATION
Report Date: October 22, 2001 Date Concrete Placed: September 24, 2001 Standard 6"x12"
Client: I~.A.V. Development, Inc. Area 28.27 Square Inches
Project: Prestwick Court Concrete Report No.: 7
Contractor: Gilco Contracting, Inc. Project No.: 200-0361
Concrete Supplier and Plant: Hanson//29
Uocation of Placement: Pavement
MATERIALS so~,~, sso ~.,,-~, wu. OBSERVATION DATA
Description { Lbs/CuYd)
Mix Number: 7718 Time Sample Batched: N/A
Cement: Time Sampled: 05:10 pm
Fly Ash: Sample Location: 35' N. & 10' E. of samtary sewer @ end of
pavement
Coarse Aggregate: Truck/Ticket No: [03/7207
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 71°F
Concrete Range: ~5°F
Admixtures: Slump Range (inches): 2.25'
1 Weather Conditions: Clear
2 0Time Started: 07:00 am
Added Water: 0 gallons Time Completed: 06:30 pm
:;ample Air Content (%): 5 %
Fotal Cubic Yards Placed: 460
Requir xl Strength (Lbs./sq.in.): 3,500
i
Specimen Measured Age Date Total Load [ Compressive Strength
Number Slump (in.I tDa~,s) Tested t Lbs.} l Lbs./Sit. In.) Remaxks
PRE 25 7 10/01/01 115,040 4,070
PRE 26 28 10/22/01 139,980 4,950
2.25"
PRE 27 28 10/22/01 144,320 5,110
PRE 28 H HOLD
Test Me~hods Utilized Fracture Regular
ASTM C-31,C-39.C-143 ~Unl~s Noted Otherwise) Cylinders Made By: Eh
Remarks and/or Distribution:
cc: Mr. Bob Delsanter - B.A.V. Development, Inc.
Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc. \
Mr. Larry Davis - City of Coppell
Mr. Robert Hodges - Angelo Iafrate Construction, L.L.C.
Mr. Royce Carter - H&W Utility Contractor
GEE Consultants, Inc. Reviewed by:
Our lette~ and reports apply only to the sample tesunl and/or observed and are nm necessarily indicative of the quantities of apparently identical or similar producu.