Loading...
Northlake 635(2)-LR 970508 (6)Maxir 257 TECHNOLOGIES INC CLIENT: PROJECT: REPORT OF CONCRETE COMPRESSIVE STRENGTH Lincoln Property Co. 500 N. AKARD, SUITE 3300 ATTN: LARRY MOON Dallas, TX 75201 PROJECT NO.: 09036 REPORT NO.: 11601~ COPPELL BUSINESS CENTER DATE OF SERVICE: 4~ WRANGLER DR. & BELTLINE RD. AUTHORIZATION: Ch; COPPELL, TX REPORT DATE: 5/0~ PAGE 1 OF 1 SERVICES: Sample concrete at location of placement, perform require( prepare and test concrete compressive strength specimens. CONTRACTOR: BUTLER CONSTRUCTION CONCRETE SUPPLIER: Pioneer PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3000psi @ 28 SLUMP: 5-7" METHOD OF TEST SAMPLING: ASTM C-172 MOLDING & CURING: ASTM C31 SLUMP: ASTM C143 TEMPERATURE: ASTM C1064 AIR CONTENT: ASTM C231 UNIT WEIGHT: N/A CAPPING/PADS: ASTM C617 TESTING: ASTM C39 DAYS AIR: N/A CYLINDER MARKED DATE SET NO. TESTED i I 5/07/97 1 2 5/28/97 28 1 3 5/28/97 28 PROJECT DATA CLASS OF CONCRETE: Mix ! DATE OF PLACEMENT: 4/3( TIME SAMPLED: lO:42AM TEMPERATURE (DegF) - AIR: 8C TRUCK NO: 752 MEASURED SLUMP (in.): 6.5( AIR CONTENT(%): 2.1 LOCATION OF PLACEMENT: Sampled from pier B. REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM COMPRESSIVE AGE DIAMETER AREA LOAD STRENGTH [days) (in.) (sq.in.) (lbs. force) (psi) FR 7 6.00 28.27 106080 3750 CO! 1 4 HOLD ADDITIONALCOMMENTS: Technician time recorded on report number 116013 Technician: Rusty Bowers Technician Report Distribution: (1) Lincoln Property Co. (1} BUTLER CONSTRUCTION INCORP. (1} RROCKETT-DAVIS-DRAKE, INC. (1) THE CITY OF COPPELL (1) THE CITY OF COPPELL (1) O'BRIEN ASSOCIATES, INC. (1) A,E,C.C. 1001 LW MAXIM TEC~ Our letterl and ra!oorts m'e for the exclulive use of the client to whom they ~re addresled and shall not be reproduce full without the approvlt of the te~ting laboratory, The %me of our name mu~t receive our written approval. Our lett4 apply only to the sample te~ltsd end/or ir~pectsd, and are not indicative of the Quantities of apparently identical or sir Tech.· Southwestern Labs Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 ~5034 '30/97 Lrlie ~/97 field tests, umber 9349 ~/97 BY: Rusty Bowers CONCRETE: 82 TICKET NO: 375540 -9.3 CTURE TYPE REMARKS IE ERN LABS ~B~racken, B.S. )ject Manager exce~ in and reports tillr products. Ch. E. Maxil 25; TECHNOLOGIES INC CLIENT: PROJECT: REPORT OF CONCRETE COMPRESSIVE STRENGTH Lincoln Property Co. 500 N. AKARD, SUITE 3300 PAGE 1 OF 1 ATTN: LARRY MOON Dallas, TX 75201 PROJECT NO.: 0903( REPORT NO.: 11517 COPPELL BUSINESS CENTER DATE OF SERVICE: 4 WRANGLER DR. & BELTLINE RD. AUTHORIZATION: On COPPELL, TX REPORT DATE: 5/0 SERVICES: Sample concrete at location of placement, perform require prepare and test concrete compressive strength specimens. CONTRACTOR: BUTLER CONSTRUCTION CONCRETE SUPPLIER: Pioneer PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3000psi @ 28 DAYS SLUMP: 5-7" AIR: N/A METHOD OF TEST SAMPLING: ASTM C-172 MOLDING & CURING: ASTM C31 SLUMP: ASTM C143 TEMPERATURE: ASTM C1064 AIR CONTENT: ASTM C231 UNIT WEIGHT: N/A CAPPING/PADS: ASTM C617 TESTING: ASTM C39 PROJECT DATA CLASS OF CONCRETE: Mix DATE OF PLACEMENT: 4/1 TIME SAMPLED: 02:45PM TEMPERATURE (DegF) - AIR: 7' TRUCK NO: 454 MEASURED SLUMP (in.): 5 o 0 AIR CONTENT(%): 2.1 LOCATION OF PLACEMENT: Pier J-1.6 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS CYLINDER MARKED DATE AGE DIAMETER AREA SET NO. TESTED (days) (in.) {sq.in.) 1 1 4/17/97 7 6.00 28.27 1 2 5/08/97 28 6.00 28.27 1 3 5/08/97 28 6.00 28.27 MAXIMUM COMPRESSIVE LOAD STRENGTH (Ibs. force) {psi) FR 139050 4920 CO: 159450 5640 CQ 168100 5950 CO; 1 4 HOLD ADDITIONALCOMMENTS: Technician time recorded on report number 115175 Technician: Rusty Bowers Technician Report Distribution: ll ) Lincoln Property Co. (1) BUTLER CONSTRUCTION INCORP. (1) BROCKETT-DAVlS-ORAKE. INC. (1} THE CITY OF COPPELL {1) THE CtTY OF COPPELL {1) O'BRIEN ASSOCIATES, INC. I1) A.E.C.C. 1001 LW Our lettere and report~ ere for the exclusive uae of the client to whom they are edc~te~4sd ar~ s~ll not ~ re~r~c~ full witho~ ~ approval of t~ t~ti~ I~orl~ory. T~ ~ of o~ n~e m~t receive o~ written ~provl. Uur att apply only to t~ s~pie t~t~ e~/or im~ctN, a~ ere not i~icative of t~ quenfiti, of a~parently identical or si, n Tech. * Southwestern Labs 5 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 05034 5 /10/97 ]ping 3/9? field tests, umber 9349 ~/97 BY: Rusty Bowers CONCRETE: 77 TICKET NO: 364750 CTURE TYPE REMARKS ~E Bracken, B.S. Ch.E. 3ject Manager d axcept in Maxi~ 257 TECHNOLOGIES INC CLIENT: PROJECT: REPORT OF CONCRETE COMPRESSIVE STRENGTH Lincoln Property Co. 500 N. AKARD, SUITE 3300 PAGE 1 OF 1 ATTN: LARRY MOON Dallas, TX 75201 PROJECT NO.: 0903~ REPORT NO.: 11517 COPPELL BUSINESS CENTER DATE OF SERVICE: 4 WRANGLER DR. & BELTLINE RD. AUTHORIZATION: Ch COPPELL, TX REPORT DATE: 5/0 SERVICES: Test compressive strength specimens prepared in conjuncti inspection. CONTRACTOR: BUTLER CONSTRUCTION CONCRETE SUPPLIER: PIONEER PLANT: 29 SPECIFICATION REQUIREMENTS STRENGTH: 4000psi @ 28 DAYS SLUMP: 5" METHOD OF TEST SAMPLING: ASTM MOLDING & CURING: ASTM SLUMP: ASTM TEMPERATURE: ASTM AIR CONTENT: ASTM UNIT WEIGHT: N/A CAPPING/PADS: ASTM TESTING: ASTM CYLINDER MARKED SET NO. 2 3 DATE TESTED 4/17/97 5/08/97 5/08/97 C-172 C31 C143 C1064 C173 PROJECT DATA MIX DESIGN NUMBER: 9349 DATE OF PLACEMENT: 4/1 TIME SAMPLED: 10.' 58~a~v[ TEMPERATURE (DegF) - AIR: 6 TRUCK NO: 552 MEASURED SLUMP (in.): 4. AIR CONTENT(%): 1.25 LOCATION OF PLACEMENT: Northeast corner of C617 C39 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH- 6 X 12 CYLINDERS MAXIMUM COMPRESSIVE AGE DIAMETER AREA LOAD STRENGTH (days) (in.) (sq.in.) (lbs. force) (psi) FI~ 7 6.00 28.27 136110 4810 CC 28 6.00 28.27 159390 5640 CC 28 6.00 28.27 156540 5540 CC 1 4 HOLD ADDITIONALCOMMENTS: Note: Discrepancies on reinforcing prior to concrete placement. steel report #115173 wez Technician: Francisco Calvillo Technician Report Distribution: (1) Lincoln Property Co, (1) SUTLER CONSTRUCTION INCORP. (1) BROCKE'I'F-DAVI~-DRAKE, INC. (1) THE CITY OF COPPELL (1) THE CITY OF COPPELL (1) O'BRIEN ASSOCIATES, INC. (1! A.E.C.C. 1001 LW OL~ lattem end report arc for the eFcluaive u~e of the client to whom they Mo adc~rea~ed and shall not be re,rod.Mc full without the approvN of the teeing &boratory. The u~e of our name must recewe our written approve. UU~ m apply only to the sample te~ted and/or in~bected, and Ire not indicative of the quanfitie~ of sppacently identical or s n Tech.· Southwestern Labs 5 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 i05034 4 /10/97 arlie 8/97 on with concrete 0/97 BY: Francisco Calvillo CONCRETE: 69 TICKET NO: 364717 UNIT WEIGHT(pcf): N/A building A/8 to 9. ACTURE TYPE REMARKS e corrected ~d except in miler productl. Maxil 2,' TECHNOLOGIES INC REPORT OF CONCRETE COMPRESSIVE STRENGTH CLIENT: Lincoln Property Co. 500 N. AKARD, SUITE 3300 ATTN: LARRY MOON Dallas, TX 75201 PROJECT: COPPELL BUSINESS CENTER WRANGLER DR. & BELTLINE RD. COPPELL, TX PAGE 1 OF 1 PROJF, CT NO.: 0903( REPORT NO.: 11522 DATE OF SERVICE: 4 AUTHORIZATION: Ch REPORT DATE: 5/0 SERVICES: Test compressive strength specimens prepared in conjuncti inspection. CONTRACTOR: BUTLER CONSTRUCTION CONCRETE SUPPLIER: PIONEER PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3000psi @ 28 DAYS METHOD OF TEST SAMPLING: ASTM C- 172 MOLDING & CURING: ASTM C31 SLUMP: ASTM C143 TEMPERATURE: ASTM C1064 Am CONTENT: ASTM C231 UNIT WEIGHT: N/_A CAPPING/PADS: ASTM C 617 TESTING: ASTM C39 CYLINDER MARKED SET NO. 2 3 PROJECT DATA MIX DESIGN ~ER: 9337 DATE OF PLACEMENT: 4/1~ ~ SAMPLED: 03: 30PM TF_~IPE~T~ (DegF) - AIR: 8 ( TRUCK NO: 144 MEASURED SLUMP 0".): 5.01 AIR CONTENT(%): 2.1 LOCATION OF PLACEMENT: Sampled at panels A, REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS DATE AGE DIAMETER AREA LOAD STRENGTH TmSTEO (d~) ~.) (~.~.) ~s. mm~ (~ m~ 4/17/97 7 6.00 28.27 128970 4560 CO 4/17/97 7 6.00 28.27 130260 4610 CO 5/08/97 28 6.00 28.27 155680 5510 CO! 5/08/97 28 6.00 28.27 149290 5280 CO! ADDITIONAL COMMENTS: Five (5) gallons of water added at site. Panels D, E and F used concrete from trucks recorded on rep¢ Technician: Phillip L. Forrest Technician Report Distribution: 1} Uncoln Prooerty Co. MAXi 1) BUTLER CONSTRUCTION INCORP. ~,~?~..~-~r~ 1] 8ROCKETT-DAVlS-ORAKE INC. 1) THE CITY OF COPPELL ' 1) THEClTY OF COPPELL ~-- 1) O'BRIEN ASSOCIATES, INC. 1) A.E.C.C. ~C Our letters and reports are for the exclusive use ofthe client to who full without the apl~roval of the testing laboratory. ~ne use of our name must receive our wr~en appr, 1001 LW apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently Tech.-Southwestern Labs Lone Star Dr. ~'.O. Box 224227 Dall~s, Texas 7S222 Telephone: (214) 631-2700 FAX: (214) 920-1891 05034 /10/97 ~rlie 3/97 )n with concrete )/97 BY: Phillip L. Forrest CONCRETE: 82 TICKET NO: 364755 UNIT WEIGHT(imf): N/A B, C. kCTURE TYPE REMARKS [E IE [E FE ,rt #115174. J~~, B.S. Ch.E. j ect Manager ,t be reproduced except in )val. Our letters and reports identical or similar products.