Coppell BC3-LR010410CONCRETE COMPRESSIVE S/"~NGTH TEST
'~ ~Frwy. Suite #100
Report Number: 94001487.0028 .~,~"'---~'"~, ~e~s ~47 '
Se~i~ Date: March 8, 2001 /. ~_ __~2~4)~-1010]
Client: Constructors · Associates Repo Date:~
A~n: Mike Donnelly Project: [ ~r,~~ao
3333 Welborn St Suite 200 %
Dallas TX 75219 ~
Proje~~
~ ~ ~ Information~
Specified Strength: 3000 psi @ 28 Days Sample Time: 10:40am
Batch Time: 9:56am
Supplier: TXI
Truck No: 826
Mix I.D. No.: 8272
Plant: 31
Ticket No: 2837491
Technician: Albert Garcia
Weather Conditions: Cloudy
Accumulative Yards: 8
Placement Method: Direct discharge
Sample Locations: From wall: 10' S
Placement Location: Cyclone foundation
Field Test Data
Test Result Specification
Slump, inches: 5.00 5 Max.
Air Content, %: ~~,~ ~~I~
Concrete Temperature,O F: 66 ~~,... ~
Ambient Temperature, o F: 60
Plastic Unit Weight, pcf:
Laboratory Test Data ,, Age at
Set Specimen Diameter ..j%~,, Te ~,~,~, V D~d Test
No. ID (inche.~_s) _ % (days)
~ ; 6.00 ~~ 03/15/2001 ~
1 2 6.00 03/15/2001 7
Test Method
ASTM C-143
ASTM O-172
ASTM C-39
Maximum Compressive
Load Strength
(lbs) (psi)
85,870 3,040
84,790 3,OO0
Average 3,020
126,370 4,470
123,250 4,360
Average 4,420
1 3 6.00 04/05/2001 28
I 4 6.00 04/05/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Albert Garcia
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell- Constr. Insp. Reviewed by:
(1) City of Coppell - Bldg. Insp. Eric J. Cleveland, P.E.
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repor~ is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
CONCRETE COMPRESSIVE STI~GTH TEST
Report Number: 94001487.0038
Service Date: March 30, 2001
Client: Constructors & Associates
Attn: Mike Donnelly
3333 Welbom St Suite 200
Dallas TX 75219
Report Date:
Project:
Project Number:
EN(aN'EI~tlNG. IN~.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
April 10, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
94001487
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 3:00pm
Supplier: TXI
Truck No: 210
Mix I.D. No.: 153
Plant: 41
Field Test Data
Test
Ticket No: 8265907
Result
Sample Information
Sample Time: 4:00pm
Technician: Jessie Tipton
Weather Conditions: Partly cloudy, cool
Accumulative Yards: 20
Placement Method: Pump
Sample Locations: SW comer of column
Placement Location: 4 Columns @ SW comer of bldg.
Specification Test Method
Slump, inches: 5.00 5 Max ASTM C-143
Air Content, %: 4.7 3-6 ASTM C-172
Concrete Temperature, o F: 72 ASTM C-39
Ambient Temperature, o F: 66
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
I I 6.00 0410612001 7 128,190 4,530
I 2 6.00 04/06/2001 7 128,620 4,550
Average 4,540
I 3 04/2712001 28
I 4 04/2712001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Field Results Reported To: Supt. w/Const. Assoc.
Technician: Jessie Tipton
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell- Constr. Insp. Reviewed by:
(.~': .I .
(1) City of Coppell - Bldg. Insp. Eric
P
E
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the c#ent
indicated above and shall not be reproduced except in full without the written approval of Terrecon. Test results transmitted herein are ~ applicable
to the actual samples tested at the location(s) referenced and are not nece~e____dly Indicative of lhe properties of other apparen0y similar or identical
Page I of I
CONCRETE COMPRESSIVE STR~,~GTH TEST
Report Number: 94001487.0035
Service Date: March 23, 2001
Client:
Attn: Mike Donnelly
3333 Welbom St Suite 200
Dallas TX 75219
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 2:54pm
Supplier: TXI
Truck No: 715
Mix I.D. No.: 153
Field Test Data
Test
Report Date.~ Aj~10, 2001 /
Constructors & Associates Project:
~f' 217 Wrangler /
[ coppe,,,
Project I~umber: 94001.~
Sample In~.~'
Sample Ti_mai ~3:45pm
Techn~ I Jessie Tipton
Plant: 41 ~lja~le~)r~litions: Cloudy, warm
/ A u a v ar _s: le
Ticket No: 2818~ 1 ~, P~cement I~thod: Pump
_ ~ ! J~, S~n~le Localions: SE comer- columns
~,.~ ~ Pl~J~ment k&'n: SOuth s'd'
Result ~ / Specification Test Method
Slump, inches: 5.00 5 ASTM C-143
Air Content, %: 5.2 ASTM C-172
Concrete Temperature' ° F: 79 ~ e~t~!tav-- ASTM C-39
Ambient Temperature, o F: 71
Plastic Unit Weight, pc'f:
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter te Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
:ation: South side, columns, 2 locations
I I 6.00 03/30/2001 7 105,790 3,740
1 2 6.00 03/30/2001 7 109,970 3,890
Average 3,820
I 3 04/20/2001 28
I 4 04/20/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Report Distribution:
(1) Constructors & Associates hy:
(1) City of Coppell- Consb. Insp.
Eric~. C~veland,
(1 ~ c~ of cop~l - B~g. insp.
Senior Proiect Enginee~
The tests were performed in general accordance with applicable ^STM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall no{ be reproduced except in full without the written approval of Terracon. Test results transmitted hereb are only applicalfle
to the ac~al samples tested at the location(s) referenced and are nct necessarily indicative of the properties of cther apparerflly similar or identical
materials.
Page 1 of I