Cambridge Phase 2-LR 970402EOTECH N ICAL
E NGINEERING
E INVIRONMENTAL
GEE Consultants, Inc.
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
April 2, 1997 Date Concrete Placed: March 24, 1997
Beamer Development, Inc.
Estates of Cambridge Manor, Phase II
Gilco Contracting, Inc.
TXI/#41
Paving Castle Creek Drive
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 04
Project Number: 96-0298
MATERIALS sou=, SSD Balch Wis. INSPECTION DATA
Description (LbslCuYd)
Mix Number: 8272A Arrive Job: 11:25 am
Cement: 5 sk Time Sampled: 11:55 am
Sample Location: Station 6 + 90; 8' North of South curb
Fly Ash: Truck/Ticket No: 669/761076
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 80°
Concrete Range: 78 °
Fine Aggregate: Slump Range (inches): 1
Admixtures: AEA Weather Conditions: Partly Cloudy
I Time Started: 9:15 am
Time Completed: 7:45 pm
2 Sample Air Content (%): 4%
Added Water: 20 gallons Total Cubic Yards Placed: 70
Required Strength (Lbs./sq.in.): 3000 psi
Spncimon Mnasured Age Date To~l ~ Compressive S~ron~h Remarks
Number Slump (in.) (D~ys) Tested 0..bs.) (Lbs./Sq. ln.)
ECM 12 7 03/31/97 105,060 3,720 Unit Weight 147.1 pcf
ECM 13 7 03/31/97 111,760 3,950 Truck 456 also tested and found to
ECM 14 11/2" 28 04/21/97 have i/~. inch slump and unit weight
ECM 15 28 04/21/97 of 148.7 pcf
Test Methods Utilized Fracture ~e~ul~ Cylinders Made By: MF
ASTM C-31,C-39,C-143 (Unless Nmed Otherwise)
Remarks and/or Distribution:
cc:
Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis - City of Coppell
Mr. Dale Gilreath - Gilco Contracting
Inc.
Reviewed by,
All letters and reports are for the exclusive use of the client to whom they are addressed and shall no( be reproduced without the full approval of GEE Cmuultams, Inc. The use of our name must receive
ou~ prior written approval. Our letters and relx~ts apply only to thc sample tested and/or inspected and are not necessarily indicative of the quanthies of apparently identical or similar prnduct~.
]EOTECHNICAL
GEE Consultants, Inc.
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MiX INSPECTION
Report Date:
Cliem:
Pwject:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
April 2, 1997 Date Concrete Placed: March 24, 1997
Beamer Development, Inc.
Estates of Cambridge Manor, Phase II
Gilco Contracting, Inc.
TXI/#41
Paving Castle Creek Drive
Standard 6"x12'
Area 28.27 Square Inches
Concrete Report No.: 05
Pwject Number: 96-0298
MATERIALS 5ource! sso Ba,ch wts. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 8272A
Cement: 5 sk
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures: AEA
1
2
Added Water: 20 gallons
Arrive Job:
Time Sampled:
Sample Location:
Tmck/Ticket No:
Temperature:
Ambient Range: 78°
Concrete Range: 79°
Slump Range (inches): 2 tA"
Weather Conditions: Partly Cloudy
Time Started: 9:15 am
Time Completed: 7:45 pm
Sample Air Contem (%): 2',6%
Total Cubic Yards Placed: 130
12:08 pm
12:40 pm
Station 5 + 50; 5' East of West curb
460/761154
Required Strength (Lbs./sq.in.): 3000 psi
Specimen Measured Age Date To,al Lead Compressive Strength Remarks
Number Slump (in.) (Day~) Tested (Lbs.) (Lb~./Sq. ln.)
ECM 16 7 03/31/97 102,200 3,610
ECM 17 7 03/31/97 99,140 3,510
2~A,,
ECM 18 28 04/21/97
ECM 19 28 04/21/97
Test Methods Utilized Fracture Regular Cylinders Made By: MF
ASTM C-31.C-39,C-143 (Unless Noted Otherwise)
Remarks and/or Distribution:
Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis - City of Coppell
Mr. Dale Gilreath - Gilco Contracting
~tevie~ed
All letters and reports are for the exclusive use of the cli;nt to whom they are addressed and shall nm be reproduced without the full approval of GEE CousullantL Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested nod/or iuspected and are ne~ necessarily indicative oftbe qnandties of apparently identical or similar products.
EOTECHNICAL
EJNGINEERING
J E JNVlRONMENTAL
GEE Consultants, inc.
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
April 2, 1997 Date Concrete Placed: March 24, 1997
Beamer Development, Inc.
Estates of Cambridge Manor, Phase II
Gilco Contracting, Inc.
TXI/#41
Paving Castle Creek Drive
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 06
Project Number: 96-0298
MATERIALS Son,~e/ sso Batch wts. INSPECTION DATA
Description (Lb~/CuYd)
Mix Number: 8272A Arrive Job:
Cement: 5 sk Time Sampled:
Sample Location:
Fly Ash: Track/Ticket No:
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 80°
Concrete Range: 76°
Fine Aggregate: Slump Range (inches): 2 ¼ '
Admixtures: AEA Weather Conditions: Partly Cloudy
Time Started: 9:15 am
I Time Completed: 7:45 pm
2 Sample Air Content (%): 2tA%
Added Water: 20 gallons Total Cubic Yards Placed: 230
Required Strength (Lbs./sq.in.): 3000 psi
1:35 pm
2:10 pm
Station 3 + 90; 4' East of West curb
456/761322
Specimen Measured Age Da~e Total Load Compressive Stren~& Remarks
Number Slump (in.) (Days) Tested (Lbs.) (LIn./Sq.ln.)
ECM 20 7 03/31/97 91,300 3,230
ECM 21 7 03/31/97 92,120 3,260
2'A"
ECM 22 28 04/21/97
ECM 23 28 04/21/97
Test Methods Utilized Flacture Regular Cylinders Made By: MF
ASTM C-31,C-39,C-143 (Unluss Nmed Otherwise)
Remarks and/or Distribution:
cc: Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis - City of Coppell
Mr. Dale Gilreath - Gilco Contracting
All letters and reports are for the exclusive use of the clh~nt to whom they are addressed and shall not be reproduced without the full approval of GEE Cortsullants,'lnc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample t~sled and/or inspected and are not necessarily indicative of the quantities of apparently identical or similar products.
EOTECHNICAL
E NGINEERING
EJ NVIRONMENTAL
GEE Consultants, Inc.
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
April 2, 1997 Date Concrete Placed: March 24, 1997
Beamer Development, Inc.
Estates of Cambridge Manor, Phase II
Gilco Contracting, Inc.
TXI/#41
Paving Castle Creek Drive
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 07
Project Number: 96-0298
MATERIALS so~/ ssD..~h w.. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 8272A Arrive Job:
Cement: 5 sk Time Sampled:
Sample Location:
Fly Ash: Tmck/Ticket No:
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 80°
Concrete Range: 78°
Fine Aggregate: Slump Range (inches): 1
Admixtures: AEA Weather Conditions: Partly Cloudy
I Time Started: 9:15 am
2 Time Completed: 7:45 pm
Sample Air Content (%):
Added Water: 10 gallons Total Cubic Yards Placed: 360
Required Strength (Lbs./gl.in.): 3000 psi
3:35 pm
4:00 pm
Station 1 + 60; 5' East of West cuFo
669/761508
Specimen Measured Age Dnte Total Load Compressive Strength Remnrk~
Number Slump (in.) (Days) Tested (Lbs.) (Un./Sq. ln.)
ECM 24 7 03/31/97 95,080 3,360
ECM 25 1 l/l" 7 03/31/97 97,740 3,460
ECM 26 28 04/21/97
ECM 27 28 04/21/97
Test Methods Utilized Fracture Rejular
ASTM C-31,C-39.C-143 (Unless Noted Otherwise) Cylinders Made By: MF
Remarks and/or Distribution:
cc: Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis - City of Coppell
Mr. Dale Gilreath - Gilco Contracting
GJE ~it~t~, Zne.
Reviewed by,
All leaars and ~m are for the exclusive nsc oftbe client to whom they are addressed and shall not be reproduced without the full approval of GEE Comultents, Inc, The ase of our name mnst receive
our prior written approval. Out letters and re.p~ts apply only to the sample tested and/ns inspected and are not necessarily indicative of the quantities of npparemly identical or similar products.