St Ann Catholic-LR001103'CONCRETE COMpResSIVE STRENGTH TE 'r
ENGINEERD~, IN~.
a division of l~ft'-~l~l~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/05/2000 Report No.: 0025993 Report Date
11/03/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick 180 Samuel Boulevard
180 Samuel Boulevard
Coppell TX 75019 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTIL~CTOR: Centex Construction MIXI.D.: 9507
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/05/2000 BATCH TlblE: 3: 14am
PLANT: 41 TIME SAMPLED: 3:45am nY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTIt: 4000 psi @ 28 Days TES-IPEIL&TURE (F) - Am 79 F CONCRETE: 82 r
SLUMP: 5.0" Max TRUCKNO: 39 TICI~TNO: 2752620
AIR: N/A AIR CONTENT (%): N/A UNII WEIGHT {pcf}: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Elevated deck ground level. F.5-K.5/I 1.6-15.6 & A-F/6.8- l 1.4
ASTM C-172
ASTM C-39 Sampled from truck.
SAMPLE LOCATION: 1.5/12
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXL~,-IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 4.50 10/08/2000 3 108160 3820
I 2 4.50 10/12/2000 7 144020 5090
l 3 4.50 10/12/2000 7 145590 5150
Average 5120
I 4 4.50 11/02/2000 28 191420 6770
I 5 4.50 11/02/2000 28 190090 6720
Average 6750
This report is exclusively for the use of the client indicated above and shall not be reprcxluced except in full without the written approval of HBC Engineering. lnc_
0ILL
'CONCRETE COMPR._,SSIVE STRENGTH 1'
ENGL\T.~r. RLNG, 1NC.
a division of
8901 'Carpenier Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/05/2000 Report No.: 0025993 Report Date
11/03/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick 180 Samuel Boulevard
180 Samuel Boulevard
Coppell TX 75019 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Centex Construction M~XI.D.: 9507
CONCRE_TE SUPPLIER: TXI PLACEMENT DATE: 10/05/2000 hATeR TI~tE: 4:25am
PLANT: 41 TIME SAMPLED: 4:45am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONmTIONS: Clear
STRENaTH: 4000 psi @ 28 Days T£MP~RnTUm~ (F)- AIR 78 F CO~Cm~TE: 82 F
SLUMP: 5.0" Max T~OCKNO: 474 TICKETNO: 2752678
AIR: N/A AIR CONTENT (%-): N/A UNIT WEIGIII (pcf): N/A
TEST METItOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C-172
ASTM C-39 Sampled from truck.
SAMPLE LOCATION: Fl14
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLLNDER MEASURED MAX~-IUM COMPRESSIVE
I~LS, RKED SLUMP DATE AGE LOAD STRENGTtt FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 4.25 10/08/2000 3 97810 3460
2 2 4.25 10/1~2000 7 1211 I0 4280
2 3 4.25 10/12/2000 7 119860 4240
Average 4260
2 4 4.25 11/02/2000 28 172780 6110
2 5 4.25 11/02/2000 28 172940 6120
Average 6120
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
OILL
· CONCRETE COMPR .$SIVE STRENGTH TE _ £
E~GINEERLNG, LNC
a division
8901 ~arpent'er Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/05/2000 Report No.: 0025993 Report Date
11/03/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick 180 Samuel Boulevard
180 Samuel Boulevard
Coppell TX 75019 CoppelL Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Centex Construction MIX I.D.: 9507
CONCRETESUPI'LIER: TXI PLACEMENT DATE: 10/05/2000 BATCHTIME: 5:49am
PLANT: 41 TIME SAMPLED: 6:25am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPEIL6,TURE (V)- AIR 76 V CONCRETE: 82 V
SLUMP: 5.0" Max TRUCK NO: 37 TICKET NO: 2752785
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcD: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39 Sampled from truck.
SAMPLE LOCATION: D/7
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED ,~LAXI~IUM COMPRESSIVE
I~L~,RKED SLUMP DATE AGE LOAD STRENGTH FIL,~CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 I 5.00 10/12/2000 7 112320 3970
3 2 5.00 10/12/2000 7 120340 4260
Average 4120
3 3 5.00 11/02/2000 28 154390 5460
3 4 5.00 11/02/2000 28 159280 5630
Average 5550
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering. Inc.
0ILL
CONCRETE COMPRx_ASIVE STRENGTH TE _
ENGINEERLNG, LNC.
a divLvion of '[~rl?t~rl
8901 ~arpent~r Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/05/2000 Report No.: 0025993 Report Date
11/03/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick 180 Samuel Boulevard
180 Samuel Boulevard
Coppell TX 75019 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Centex Construction MIX I.D.: 9507
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/05/2000 BATCH TI.ME: 7:15am
PLANT: 41 TIME SAMPLED: 7:35am BY: GregDimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEMPEIL¥I'URE (F) o AIR 76 F CONCRETE: 83 ~'
SLUSh': 5.0" Max TRUCK NO: 716 TICKET NO: 2752927
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACE.",IENT LOCATION:
See page 1
ASTM C-172
ASTM C-39 Sampled from truck.
SAMPLE LOCATION: BI10.5
REPORT OF TESTS ACCUMULATIVE YARDS: l0
CYLINDER MEASURED MAXI~'IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FIL~CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 I 4.75 10/12/2000 7 115910 4100
4 2 4.75 10/12/2000 7 117320 4150
Average 4130
4 3 4.75 11/02/2000 28 154190 5450
4 4 4.75 11/0~2000 28 157160 5560
Average 5510
eTechnician: Greg Dimock Started: 2:00am Finished: 9:00am ring, Inc.
Report Distribution:
(I) St. Ann's Catholic Community (1) Datum Engineering. Inc.
(1) Centex Construction (1) City of Coppell Eric J. Cleveland, P.E.
(1) City of Coppell Senior Project Engineer
(1) Alliance Architects
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL
REPORT OF DRILLED BELLED PIER INSPEC ;ION
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/27/2000 Report No.: 0028094 Report Date
11/03/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick 180 Samuel Boulevard
180 Samuel Boulevard
Coppell TX 75019 Coppell, Texas
Services: Drilled belled pier inspection.
On this date, an HBC Engineering cechnician arrived ac the above referenced
jobsite as scheduled for drilled belled pier inspection. See attacked sheet for
recorded da~a.
Technician Time: 6:00 a.m. to 1:00 p.m.
Technician: Shane Spinks /~~~ln~g,
Inc.
Report Distribution:
(1) St. Ann's Catholic Community (1) Datum Engineering. Inc.
(1) Centex Construction (1) City of Coppell Eric J. Cleveland, P.E.
( 1 ) City of Coppell Senior Project Engineer
(1) Alliance Architect~
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering. Inc.
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