Magnolia Rest-LR0309088908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
R n n p E n a i n ee rs 6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630.9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: Purple Mountain Construcflon Services Report No.: 192365
Attn: Mr. JeffBurkham Project No.: 037748
4712 Memphis St. Date of Service: 08/08/2003
Dallas TX 75207 Report Date: 09/08/2003
Project: DelimanGrill Gj oy
605 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 laboratory for curing and testing in accordance with applicable standazds.
PROJECT DATA
RACTOR: PUrple MDUntaln Con$tlucllon MIX DESIGN LD.: 7752
CONT HanSOn PLACEMENT DATE: 08/08/2003
CONCRETE SUPPLIER: WEATHER CONDITIONS: C1eaT
PLANT:
27
TIME SAMPLED: S:40am BATCH TIME: 5: am
SPECIFICATION REQUIREMENTS
TEMPERATURE (P)-AIR S4 F CONCRETE: 96 F
STRENGTH: 3000 p51 ~ 28 Days TRUCK NO: 823 TICKET NO: 402275
SLUMP (in): „
S tnaXlrIBlrll
AIR CONTENT (%): 3.0 UNIT WEIGHT (pcf): NA
AIR (%): o - 7 S%
4.S ~o
OVERALL PLACEMENT LOCATION:
TEST METHOD: ASTM C-172 Paving area fmm northeast building comer northward to existing pavement of adjacent
exit door (approximately middle of
f buildin
rth
i
ASTM C-31 g
o
nt no
parking lo[ and west to ezpansion jo
ASTM C-143 north wau).
ASTM C-231
ASTM C-1064 SAMPLE LOCATION: 5' east of expansion joint north of
ASTM C-138 building exit
ASTM C-39
in
)
27
8
"
"
.
sq.
.
(area 2
x 12
Concrete Compressive Cylinder 6
CYLINDER
MARKED
SET NO.
1 1
MEASURED
SLUMP
(Inches)
8.5
DATE
TESTED
08/11/2003
AGE
(days)
3 MAXIMUM
LOAD
(Ibs. force)
79040 COMPRESSIVE
STRENGTH
(Psl)
2790
1 2 8.5 08/15/2003 7 86170 3050
1 3
1 4 8.5
8.5 09/05/2003
09/05/2003 28
28 110330
105430
Average 3900
3730
3820
Water added at site: 15 gallons.
Notified contractor about excessive sltunp.
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
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 clients to whom they are addressed andpage 1 of 3reproduced except in full without the written approval of Rone Engineers, L[d.
O1
Report No.: 192365
Project No.: 037748 Client: Purple Mountain Construction Services
RoneEngineers
F~®
***REVISED 9/9/03 to reflect correct compressive strength***
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 clients to wham they are addressed and shall no[ be reproduced except in full without the written approval of Rone Engineers, Ltd.
Ol Page 2 of 3
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
Ro n e E n g n ee rs 6300 Aothway, Ste. 150, Houston, TX 77040
Corporate Pbone: (214) 630-9745
- CONCRETE COMPRESSIVE STRENGTH TE5T
Client: Pttrple Mountain Construction Services
Attn: Mr. Jeff Burkham
4712 Memphis St.
Dallas TX 75207
Project: Deliman Grill
605 N. Denton Tap Road
Coppell, TX
Report No.: 192365
Project No.: 037748
Date of Service: 08/08/2003
Report Date: 09/08/2003
Services: Obtain samples of fresh concrete at the placement locations, perfomt required field testing, cast compressive strength samples and bring
samples back to [he laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
coNTRACroR: Purple Mountain Constmction MIX DESIGN [.D.: 7752
CONCRETE SUPPLIER: HanSOn PLACEMENT DATE: OH/O8/2003
PLANT: 27 WEATHER CONDITIONS: CIOUdy
SPECIFICATION REQUIREMENTS TIME SAMPLED: 9:28am BATCH TIME: 9:00 am
STRENGTH: 3000 pSl @ 2S DayS TEMPERATURE (F) -AIR 91 F CONCRETE: 96 F
SLUMP (in): S" maXlmDln TRUCK NO: 1815 TICKET NO: 402291
AIR (% ): 4.S% - ZS% AIR CONTENT (%): 3.8 UNIT WEIGHT (pcQ: NA
OVERALL PLACEMENT LOCATION:
TEST METHOD: ASTM C-172 paving area from northeast building comer northward to existing pavemrnt of adjacent
ASTM C-31 parking lot and west to expansion joint north of building exit door (approximately middle of
ASTM C-143 north welt).
ASTM C-231
ASTM C-1064 SAMPLE LOCATION: 20' south ofjoint to existing con-
ASTM C-138 Crete of adjacent parking lot.
ASTM C-39 UFPn72T nF TFCTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
2 1
2 2
2 3
2 4
MEASURED
SLUMP
(inches)
6.S
6.S
6.5
6.S
DATE
TESTED
08/11/2003
08/1S/2003
09/05/2003
09/OS/2003
Water added at site: 5 gallons.
Notified contractor about excessive sltunp.
AGE
(days)
3
7
28
28
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(Ibs. force) (Psi)
80855 2860
97175 3440
Technician: Jason Creasy Started: 4:30 am Finished: 11:3
Report Distribution:
(I) Purple Mountain Construction Services
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
LEvIITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assmne 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 clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01 Page 3 of 3
117175 4140 Unbonded Cap
11S30S 4080 Unbonded Cap
Average 4110