Magnolia Rest-LR030825Ron~Engineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fart Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630.9745
REPORT OF REINFORCING STEEL RE-INSPECTION
Clieah Purple Mountain Construction Services
Attrl: Mr. JeffBtlrkham
4712 Memphis St.
Dallas TX 75207
Project: Delirnan Grill
605 N. Denton Tap Road
Coppell, TX
Services: Reinforcing Steel Re-Inspection
Report No.: 192843
Project No.: 037748
Date of Service: 08/20/2003
Report Date: 08/25/2003
Report of Re-Inspection
On this date, a Rone Engineers, Ltd. representative(s) arrived on site as
scheduled to perform Reinforcing Steel Re-Inspection. The results are attached.
Technician Time:
Page 1 of 2
6:OOam - 7:OOam
Technician: Rick Sm1th
Report Distribution:
(1) Purple Mountain CODSWCIIOn Services
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clirnts to whom they are addressed and shall not be reproduced except in full wi[hout the written approval of Rone Engineers, Ltd.
99DD Paee 1 of 1
Ro ne~e E n g i n ee rs g9pg Ambassador Row 121 North Rayner
p13L~iLZlilli~tifi ~ - Dallas, Texas 75247 Fort Worth, Texas 76111
(214) 630-9745 (817) 831-6211
Report of
Reinforcing Steel Inspection
Client: ~u~~l.~ i~~I.tN~4i/11
Project: 1~~~/YII`}N ~ 2a L~
Locations and Items Inspected:
~~~
W t'
Items Inspected: Conforming Non
Conforming Ilema Inspected: Conforming Non
Conforming Items InspecteJ: Conforming Non
Conforming
Placing Drawings
Approved
~ Ber Length
and Sha ~ /
(/ Column Ties Properly
Tied and Spaced rf
/~'
Bar Size ~ Proper Bar Placement Stirrup Spacing and Type
Ber Grade L/ Properly Tied Lapped Splices
$ars Clean Dowel Bars in Place Welded Splices
Forth Clean Proper Bar Supports Mechanical Splices
Number Bars Proper Cover
Discrepancies /Comments:
Report No.: ~ -1 ~ D ~3
Project No.: ~ 3 7 ~ ~"~
Date of Service: ~- a ~ -~ 3
Page ~ of ~_
Inspector's S
Client/Contractor Signature:
Time: .,3a~- to 7~ ~~~-
Client/Contractor Copied with Results: Yes / No
LIMITATIONS: llrt lea results prnen¢d herein were pregrN Arced span lAe specific xamplex provided td lining We assume no rtsponsibilily for variation in quality (composition
apDearence, perfonnence. e¢J or my dber femurt otaimilar subjen mover povitled by poxns or conditions wer wAicM1 we M1are no mnvol. Our letten end rcpons are fd lAe evcWSive
use of N<tliemno whom tbey are addrtsttd and ahall nd be repmJuaW except in roll wilM1Om tAe wrinen aDDrovel of Rone Enyinrors, Inc.
RoneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
REPORT OF REINFORCING STEEL INSPECTION
Client: Purple Mountain Constmcfion Services
Attn: Mr. Jeff Burlcham
4712 Memphis St.
Dallas TX 75207
Project: Deliman drill
605 N. Denton Tap Road
Coppell, TX
Services: Reinforcing Steel Inspection
Report No.: 192825
Project No.: 037748
Date of Service: 08/19/2003
Report Date: 08/25/2003
Report Inspection
On this date, a Rone Engineers, Ltd. representative(s) arrived on site as
scheduled to perform Reinforcing Steel Inspection. The results are attached.
Technician Time:
Page 1 of 2
1:30pm - 3:15pm
Technician: Gary Kalnrath
Report Distribution:
(I) Purple Mountain Coaswction Services
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility far variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to wham they are addressed and shall not be reproduced except in fu(I without the written approval of Rone Engineers, Ltd.
99DD Pace i of 1
Ro n e E n g i n ee rs 8908 Ambassador Row 121 North Rayner
Danas, Texas 75247 Fort Worth, Texas 76111
(214) 630-9745 (817) 831-6211
Report of
Reinforcing Steel Inspection
Client: ~Ute~C"LE '-1 ay/-r (~{Et~
Project: ~ El_.1 P'~Rr~s ~ (21 LL
Locations and Items
Items Inspected: Conforming Non
Conformiog Items Inspected: Conforming Non
Conforming Items Inspected: Conforming Non
Conforming
Placing Drawings
A proved Bar Length
end Sha C/
7_ Column Ties Properly
Tied and S aced
Bar Siu Proper Bar Placement Stirrup Spacing and type
Bar Grade Properly Tied Lapped Splices
Bars Clean Dowel Bars in Place NOl'~ ~ Welded Splices
Ponn Clean (~ Proper Bar Supports ~ Mechanical Splices
Number Bars Proper Cover L
Discrepancies /Comments:
Inspector's Signature:
Time:
to
Client/Contractor Signature: (/(/ ~~ ~ l Client/Contracto~'Copied with Resul • Yes No
LIMITATIONS'. iM1e hest rcsulls WesenlN M1erein were preparetl bmetl upcn ~M1e spmilic samples proviJJ for ¢s ll. mrespmsibiliry for varimivn in yualily (rnmpusitivn
appearance, performance, ne) or any whet fearvrt of similar subject manes pmvitleJ by pcrsom a cordi~ions over whicM1 we have no mnwl. Our levers mtl rcpans am for AFC evcWSive
use of ~M1e clienu to whom ~M1ry art atltlmsN anJ sM1all not be reprNUatl essep~ In full wi~M1om Ihv written approval of acne Engineers. Inc.
DTI-{
Report No.: ~ 12 gZs
Project No.: ~ 311 ~8
Date of Service: lg q 4 0 3
Page ~ of
%r-1~c~
8908 Ambassador Row, Danas, TX 75247
R~ n e E n g i n ee rs 2696 Gravel Drive, Fort Worth, TX 76118
6300 Ro[hway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: Purple Mountain Construction Services Report No.: 192664
Attn: Mr. Jeff Burkham Project No.: 037748
4712 Memphis St. Date of Service: 08/15/2003
Dallas TX 75207 Report Date: 08/2$/2003
Project: Deliman Grill
60S N. Denton Tap Road
Coppell, TX
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laborntory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Purple Mountain Construction Mix DESIGN LD.: 7752
CONCRETE SUPPLIER: HanSOn PLACEMENT DATE: OS/lS/2003
27 WEATHER CONDITIONS: Partly ClOndy
PLANT: TIME SAMPLED: S:Slam BATCH TIME: S:1Sam
SPECIFICATION REQUI REMENTS
STRENGTH: 4000 p51 @ 28 Days TEMPERATURE (F)-AIR 81 F CONCRETE: 9O F
SLUMP (in): 3" - $" TRUCK NO: 181 S TICKET NO: 402380
NA AIR CONTENT (%): S.3 UNIT WEIGHT (pcQ: NA
AIR (%>:
TEST METHOD: ASTM C-172 OVERALL PLACEMENT LOCATION:
Paving area from expansion joint north of building exit on north wall (middle of north wall)
ASTM C-31 around west side of building to expansion joint, southwest of southwest building comer
ASTM C-143
ASTM C-231
ASTM C-1064
SAMPLE LOCATION: S' west of expansion joint, north
ASTM C-138 of building exit on north wall
ASTM C-39
RFPn RT nF TF4TC
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (psi) TYPE
1 1 7.0 08/18/2003 3 94180 3330 Unbonded Cap
1 2 7.0 08/22/2003 7 101550 3590 Unbonded Cap
1 3 7.0 09/12/2003 28 Unbonded Cap
1 4 7.0 09/12/2003 28 Unbonded Cap
Water added a t site: 20 gallons
LIMITATIONS: The test resulss presented herein were prepared based upon the specific samples provided for testing. We assume no responsibi]iTy for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
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8908 Ambassador Row, Dallas, TX 75247
R®~ ~ ~ ~ ~' ~ ~~ ~~ 2696 Gravel Drive, Port Worth, TX 76118
6300 Rothway, S[e. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: Purple Mountain Construction Services Report No.: 192664
Attn: Mr. JeffBurkham Project No.: 037748
4712 Memphis St. Date of Service: 08/1 Sl2003
Dallas TX 75207 Report Date: 08/2$/2003
Project: Deliman Grill
60S N. Denton Tap Road
Coppell, TX
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back [o the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Purple MOUDtain CODStrUCtiOn MIX DESIGN LD.: 7752
CONCRETE SUPPLIER: TIanSOn PLACEMENT DATE: O8/IS/2003
27 WEATHER CONDITIONS: Partly ClOlldy
PLANT: TIME SAMPLED: lO:4Sam BATCH TIME: lO:ISam
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 p8I @ 28 Days TEMPERATURE (F) -AIR 9O F CONCRETE: 91 F
SLUMP (In): 3° - $" TRUCK NO: 648 TICKET NO: 402398
NA AIA CONTENT (%): 6.9 UNIT WEIGHT (pct): NA
AIR (% ):
ASTM C-172 OVERALL PLACEMENT LOCATION:
ll
TEST METHOD: )
Paving area from expansionjoint north of building exit onnorth wall (middle of north wa
ASTM C-31 around west side of building to expansion joint, southwest of southwest building comer
ASTM C-143
ASTM C-231
ASTM C-1064
SAMPLE LOCATION: 1 S' north of expansion joint, south
ASTM C-138 west of southwest building comer
ASTM C-39
RFPnR T nF TF4T4
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO: (inches) TESTED (days) (Ibs. force) (psi) TYPE
2 1 7.0
2 2 7.0
2 3 7.0
2 4 7.0
Water added at site
Tecnnielan: Jason Creasy
Report Distribution:
(1) Purple Mountain Constmction Services
08/18/2003 3
08/22/2003 7
09/12/2003 28
09/12/2003 28
30 gallons
started: 4:30am Finished: 12:(
Unbonded Cap
P
LEvfITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in qualiTy
(composition, appearance, performance, etc.) or any other feature of similaz subject matter provided by persons or conditions over which we have no control Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, L[d.
O1DD Page 2 of 2
75185 2660 Unbonded Cap
81010 2860 Unbonded Cap