Cambridge Phase 2-LR 970422' EOTECHNICAL
E i NGINEERiNG
I E JNVIRONMENTAL
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 22, 1997 Date Concrete Placed: March 24, 1997
Beamer Development, Inc.
Estates of Cambridge Manor, Phase II
Gilco Contracting, linc.
TXI/#48
Paving Castle Creek Drive
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 07
~'roject Number: 96-0298
MATERIALS ~rce, ssD a,tc, w,. INSPECTION DATA
De~c~ipliou (LbslCuYd)
Mix Number: 8272A
Cement:' 5 SiC
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures: AEA
1
2
Added Water: 10 gallons
Arrive Job:
Time Sampled:
Sample Location:
Tmck/Ticket No:
Tempe£ature:
Ambient Range: 80°
Concrete Range: 78°
slump Range (inches): ! th"
Weather Conditions: Partly Cloudy
Time Started: 9:15 am
Time Completed: 7:45 pm
Sample Air Content (%): 3%
Total Cubic Yards Placed: 360
3:35 pm
4:00 pm
Station I + 605' East of West Curb
669/761508
Required Strength (Lbs./sq.in.): 3000 psi
Specimen Measured Age Date Total Lead Compressive Strength Remnrks
Number Slump (in.) (Days) Tested (Lbs.) (Lbe./Sq.ln.)
ECM 24 7 03/31/97 95,080 3,360
ECM 25 11/2" 7 03/31/97 97,740 3,460
ECM 26 28, 04/21/97 146,580 5,190
ECM 27 28 [ 04/21/97 142,000 5,020
Test Metho~ Utilized Fracture Regular
ASTM C-31,C-39,C-143 (Unless Noted Otherwise) Cylinders Made By: DF
Remarks and/or Distribution:
cc: Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis-City of Coppell ;~y~.~
Mr. Dale Gilreath - Gilco Contracting , ..~
{~ COI~]~.~.,I.~,I]~, T~. aevieve~ by, (
All letters and repot'ts are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval ff GEE Consultant~, Inc. The use of our name must receive
our prior written approval. Oar letters and reports apply only to the sample tented and/or inspected and are not necessarily indicative of the quantities of aPParently identical or similar products.
EOTECHNICAL
E j 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 22, 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 s~,~, sso Batch wa. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 8272A Arrive Job:
Cement: 5 sk Time Sampled:
Sample Location:
Fly Ash: Truck/Ticket No:
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 80°
Concrete Range: 76°
Fine Aggregate: Slump Range (inchos): 2 ¼"
Admixtures: AEA Weather Conditions: Partly Cloudy
1 Time Started: 9:15 am
2 Time Completed: 7:45 pm
Sample Air Content (%): 2 t/z %
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 Date Total Load Compressive Strength Remark~
Number Slump (in.) (Days) Tesled (Lbs.) (Lbs.lSq.ln.)
ECM 20 7 03/31/97 91,300 3,230
ECM 21 2 IA" 7 03/31/97 92,120 3,260
ECM 22 28 04/21/97 126,160 4,460
ECM 23 28 04/21/97 124,200 4,390
Test Methods Utilized Fracture Regular
ASTM C-31,C-39,C-143 (Unless No, ed Otherwise) Cylinders Made By: MF
Remarks and/or Distribution:
cc: Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton - Dowdey Anderson Associates
Mr. D~e Gilrea~ - Gilco Contracting
~ ~t~, ~n~. nevAewed by, "
All letters a~ r~ a~ f~ t~ excl~ive ~e of ~ client lo w~m ~cy ~e ~ress~ aM s~ll ~ ~ r~r~ed wit~t t~ full ~al of GEE ~utta~. Ira. T~ me of ~ ~ m~l ~
~r pri~ ~itten ~1. ~r letlers aM ~ a~ly ~ly to t~ shale ~st~ aM/~ im~c~ a~ are ~ ~es~rily iMicali~ of t~ ~mit~ of ~remly ~m~l ~ slmil~ ~B.
EOTECH N ICAL
ENGINEERING
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 22, 1997 Date Concrete Placed: March 24, 1997
Beamer Development, Inc.
Estates of Cambridge Manor, Phase II
Gilco Contracting, I:~c.
TXI/#41
Paving Castle Creek Drive
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 05
Project Number: 96-0298
MATERIALS Source/ SSD Batch Wis. 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:
Tmckfricket No:
Temperature:
Ambient Range: 78°
Concrete Range: 79°
Slump Range (inches): 2'6"
Weather Conditions: Partly Cloudy
Time Started: 9:15 am
Time Completed: 7:45 pm
Sample Air Content (%): 2%%
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 Dale Total Load Compressive Strength
Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
ECM 16 7 03/31/97 102,200 3,610
ECM 17 21/~. 7 03/31/97 99,140 3,510
ECM 18 28 04/21/97 131,340 4,650
ECM19 28 04/21/97 [ 135,500 4,790 [
Test Methods Utilized Fracture Regular
ASTM C-31,C-39,C-143 (Unless Noted O~r~,ise) 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
G~ Con~uit~nt~, lne.
All lelters and repe~is are for the exclusi,~ use of the client to whom they are addressed and shall no~ be reproduced without the full spprovel of GEE Comulmnis, Inc. The use of our name must receive
our prior written approval. Our lettcrs and reporls apply only to thc sample tested and/or inspected and are not necessarily indicative of Ibc qtmmities of nppnreotly identical or similar products.
EOTECHNICAL
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 22, 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 s~,-~/ SSD Batch Wts. INSPECTION DATA
Description (Lbe/CuYd)
Mix Number: 8272A
Cement: 5 sk
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures: AEA
1
2
Added Water: 20 gallons
Arrive lob:
Time Sampled:
Sample Location:
Track/Ticket No:
Temperature:
Ambient Range: 80°
Concrete Range: 78°
Slump Range (inches): i '/~"
Weather Conditions: Partly Cloudy
Time Started: 9:15 am
Time Completed: 7:45 pm
Sample Air Content (%): 4%
Total Cubic Yards Placed: 70
11:25 am
11:55 am
Station 6 + 90; 8' North of South curb
669/761076
Required Strength (Lbs./sq.in.): 3000 psi
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (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 1V2" 28 04/21/97 137,160 4,850 have t/~. inch slump and unit weight
ECM 15 28 04/21/97 132,400 4,680 of 148.7 pcf
Test Methods Utilized Fracture Regular Cylinders Made By: MF
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
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced 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 not necessarily indicative of the quantities of apparently identical or similar products.