Cambridge Phase 2-LR 970430JEOTECHNICAL
E
J NGINEERING
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 30, 1997 Date Concrete Placed: April 2, 1997
Beamer Development, Inc.
Estates of Cambridge Manor, Phase II
O.K. Concrete
Pioneer/27
Inlet
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 11
Project Number: 96-0298
MATERIALS s .... / sso ~a,~. Wts. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 9339
Cement: 5 sk
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Flue Aggregate:
Admixtures: AEA
1
2
Added Water: 0 gallons
Arrive .lob:
Time Sampled:
Sample Location:
Track/Ticket No:
Temperature:
Ambient Range: 76°
Concrete Range: 74°
Slump Range (inches): 3 IA"
Weather Conditions: Cloudy
Time Started: 2:00 pm
Time Completed: 5:00 pm
Sample Air Content (%): 4%
Total Cubic Yards Placed: 5
2:10 pm
3:10 pm
Inlet 540' North of Allen & 665' East of
Deforest
395/394936
Required Strength (Lbs./sq.in.): 3500 psi
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq. ln.)
ECM 40 7 04/09/97 116,420 4,120
ECM 41 7 04/09/97 117,860 4.170
ECM 42 3 ~A" 28 04/30/97 ] 123,020 4,350
ECM 43 28 04/30/97I 140,980 4,990
Test Methods Utilized Fracture Regular
ASTM C-31,C-39,C-143 (Unless No~ed Otherwise) Cylinders Made By:AIA
Remarks and/or Distribution:
cc: Mr. Jack Bommarito - Beamer Development, Inc. :
Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis - City of Coppell
I'- Jlho it tbe fuji al rovej olrG · , .
All letters and reports are for the exclusive use of the client to wham they are addressed and shall not be reproducod w u ppr EE Comultants lac The use of oar name must receive
our prior written approval Our letters and reports apply only to the sample tested and/or inspected and are m~ necessarily indicative of the quantities of apparently identical or similar products.
EOTECH NICAL
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 30, 1997 Date Concrete Placed: March 27, 1997
Beamer Development, Inc.
Estates of Cambridge Manor, Phase II
Gilco Contracting, Inc.
TXI/#41
Paving
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 08
Project Number: 96-0298
MATERIALS Source~ SSD Batch Wts. INSPECTION DATA
Description (LbslCuYd)
Mix Number: 8272A
Cement: 5 sk
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures: AEA
1
2
Added Water: 10 gallons
Arrive Job:
Time Sampled:
Sample Location:
Truck/Ticket No:
Temperature:
Ambient Range: 60°
Concrete Range: 68°
Slump Range (inches):
Weather Conditions: Cloudy
Time Started: 11:00 am
Time Completed: 2:15 pm
Sample Air Content (%): 5 %
Total Cubic Yards Placed: 10
12:09 pm
12:45 pm
12' West & 7' North of Southeast comer of
endtranee off of Deforest
669/761508
Required Strength (Lbs./sq.in.): 3000 psi
Specimen Measured ^g~ Date Total Load Compressive Strength Remarks
Numher Slump (in.) (Days) Tested (Lin.) (Lbs./Sq.ln.)
ECM 28 7 04/03/97 73,860 2,610
ECM 29 7 04/03/97 74,680 2,640
6"
ECM 30 28 04/24/97 94,060 3,330
ECM 31 28 04/24/97 94,520 3,340
Test Methods Utilized Fracture Regular Cylinders Made By: DF
ASTM C-31,C-39,C-143 (Unless Noted 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
~ C~u:~tant~, x,,c. Reviewed byl .
All letters and reports nrc for the exclusive use of the client to whom they are addressed and shall not he ~produced withoul the full approval of GEE Consultants, Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or inspected and are r~ necessarily indicative of the quantities of apparently identical or similar products.
EOTECHNICAL
E NGINEERING
E[ NVIRONMENTAL
GEE Consultants, Inc.
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
April 30, 1997 Date Concrete Placed: March 31, 1997
Beamer Development, Inc.
Estates of Cambridge Manor, Phase II
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement: Drain Inlet Caps
MATERIALS Source/ ~S,,,atch W.. INSPECTION DATA
Description (Lbs/CuYd}
Standard 6"x12'
Area 28.27 Square Inches
Concrete Report No.: 09
Project Number: 96-0298
Mix Number: Arrive Job:
Cement: Time Sampled:
Fly Ash: Sample Location:
Truck/Ticket No:
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range:
Fine Aggregate: Concrete Range:
Admixtures: Slump Range (inches):
Weather Conditions:
I Time Started:
2 Time Completed:
Added Water: Sample Air Content (%):
Total Cubic Yards Placed:
Required Strength (Lbs./sq.in:):
Partly Cloudy
Specimen Measured Age Date Total Lead Compressive Strength
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.) Remarks
ECM 32 7 04/07/97 125,360 4,430
ECM 33 7 04/07/97 118,760 4,200
ECM 34 28 04/28/97 134,840 4,770
ECM 35 28 04/28/97 131.860 4.660
Test Methods Utilized Fracture Regular
· ASTM C-31,C-39,C-143 (Unless Noted Otherwise) Cylinders Made By: Contractor
Remarks and/or Distribution:
cc: Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis - City of Coppell
{~ Consultants, /ne. r m~.,,,,,4 byF(~~,_
All letters and reports are for the exclusive use of the client to whom they a e addressed and shall not be r~.prnduced without the full apProval of GEE Consultants. Inc. The use ofoor name must I~C~ive
our prior written approval. Our letters and reporu apply only to the sample tested and/or inspected and are not necessarily indicative of the quamities of apparently identical or similar products.
EOTECH N ICA L
E NGINEERING
E J 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 30, 1997 Date Concrete Placed: April 1, 1997
Beamer Development, Inc.
Estates of Cambridge Manor, Phase II
O.K. Concrete
Pioneer/27
Drain Inlets (Castlecreek Drive)
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 10
Project Number: 96-0298
MATERIALS Source/ SSD Batch Wts. INSPECTION DATA
Description (LbslCuYd)
Mix Number: 9339
Cement: 5 sk
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures: AEA
1
2
Added Water: 0 gallons
Arrive ]'ob:
Time Sampled:
Sample Location:
Track/Ticket No:
Temperature:
Ambient Range: 73°
Concrete Range: 74°
Slump Range (inches): 2"
Weather Conditions: Cloudy
Time S~arted: 2:45 pm
Time Completed: 4:30 pm
Sample Air Content (%): N/A
Total Cubic Yards Placed: 8
2:15 pm
3:25 pm
Slopes @ drainage inlets on either side @cun, e
6531394885
Required Strength (Lbs./sq.in.): 3500 psi
Specimen Measured Age Date ToLal Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
ECM 36 7 04/08/97 116,540 4,120
ECM 37 2" 7 04/08/97 116,590 4,120
ECM 38 28 04/29/97 149,140 5,270
ECM 39 28 04/29/97 152,160 5,380
Test Methods Utilized Fracture Regular
· ASTM C-31,C-39,C-143 (Unless Noted Otherwise) Cylinders Made By:GK
Remarks and/or Distribution:
cc: Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis - City of Coppell
~ eon~ul~:ane,,, xnc. a.-~e,Faa )=v.f(~~--~
All letters and repotu are for the exclusive use of the client to whom they are addressed and shall no~ be re~ndue~d without the full approval of GEE Comulmnts, Inc. The me of our Fame must receive
out In'ia' written approval. Our letters and reports apply only to the sample leaed and/re' inspected and are not necessarily indicative of the qFaraities of apparemly identical or similar prnducu.