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ST8805-LR 890725Coppell Independent School District 1201 Wrangler Drive Coppell, Texas 75019 Attn: Ms. Vonita White Superintendent PROJECT: LOCATION: Parkway Boulevard & High School Access Road Coppell, Texas REPORT NO: 892488'26 REPORT OF TESTS ON CONCRETE BEAMS SPECIFIED STRENGTH 650 ps I 8 28 days CONCRETE SUPPLIER L. H. Lacy TRUCK NO. --- TICKET NO ---- SAMP~OSV LJ ~ 5:15 pm DATE P~CEO 6--24--89 · OCATION OF P~CEMENT WEATHER CONDITIONS C I ear AIR TEMPERATURE 90 o F CONCRETE TEMPERATURE 900 F CONCRETE UNIT WEIGHT --- AIR CONTENT --- SLUMP '1-3/4" North Bound High School Access Rd; Sta 15+50 BEAM FLEXURAL STRENGTH TESTS REAM OATE AGE WIDTH DEPTH SPAN LOAO FLEXURAL NO. TESTEO DAYS INCHES INCHES INCHES LBS STRENGTH. PSI PWB-12 6-27-89 3 6 - 1/16 6 18 6600 545 PWB-13 7-01-89 7 6 6 " 6800 565 F~/B-14 7-22-89 28 6 6 " 8800 735 PNB-15 " 28 5 - 15/16 6 " 8200 690 REMARKS: 28 day flexural strengths comply wlth project ~STMEmOO: ASTMC2S3ORC~ specifications unless noted other~lse. DISTRIBUTION: 1 Above 1 Jerry Parche' Consulting Englneers 1 City of Coppell 1 L.H. Lacy contractors BAKER-SHIFLE'rr, INC. Davld R. Frlels, P.E. Texas 51700 5450 East Loop 820 South P.O. Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411 BAKER. SHIFLE'I-F, -"~"" ~ ~t/~r'~----~--~_ Engineers Construction Materials Engineering O,v,s,o lI I ~ppell Independent School Dlstrfct ,ROe,C*: ~rk~ay Boulevard & 1201 ~rangler Drive High School Access Road ~ppel I ~ Texas 75019 ~OC*r,ON: ~ppel I ~ Texas Attn: Ms. Vonlta Wh itc RE"O"T.O: 892488--25 Super I ntendent REPORT OF TESTS ON CONCRETE BEAMS SPECIFIEDSTRENOTH 650 psi ~ 28 days WEATRERCONOITIONS Clear CONCRETE SUPPLIER L. H. Lacy AIR TEMPERATURE 90°F TRUCK NO. ---- CONCRETETEMRERATURE 90DF TICKET NO ---- CONCRETE UNIT WEIGHT ---- SAMPLEDBY LJ ~ 3:45 pm AIRCONTENT --- DATE PI.~CEO 6--24--89 SLUM" 1 -- 1 /2" LOCAT, O~ OF P~CEMENT North Bound High Sch~l Access Rd; Sta 17+50 BEAM FLEXURAL STRENGTH TESTS BEAM DATE AGE WIDTH DEPTH SPAN LOAD FLEXURAL NO. TESTED DAYS INCHES INCHES INCHES LBS STRENGTH. PS1 ~B-8 6-27-89 3 6 6 18 7000 585 ~B-9 7-01-89 7 5 - 15/16 6 " 7200 605 ~B-10 7-22-89 28 6 6 - 1/16 ' 8700 710 =WB-11 " 28 6 6 " 8600 715 TEST METHOO: ASTM C 293 OR C 7S REMARKS: 28 day flexural strengths comply with project specifications unless noted otherwise. BAKER-SHIFLETT, INC. Jerry Parchet Consulting Engineers City of Coppell David R. Friels, P.E. L.H. Lacy Contractors Texas 51700 5450 East Loop 820 South P.O. Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-341 Engineers July 25, 1989 Coppell Independent School Dlstrict P.OJECT: 1201 Wrangler Drive Coppell, Texas 75019 LOCAT, ON: Attn: Ms. Vonita White REPOHTNO: Superintendent Parkway Boulevard & High School Access Road Coppell, Texas 892488-27 REPORT OF TESTS ON CONCRETE BEAMS SPECIFIED STRENGTH 650 psi ~ 28 days WEATHER CONDITIONS Clear CONCRETE SUPPLIER L. H. Lacy A,R TEMPE.ATURE 90°F TRUCK NO. ---- CONCRETE TEMPERATURE 860 F TICKET NO ---- CONCRETE UNIT WEIGHT --- SAMPLED BY L J ~ 9: 05 am AIR CONTENT 4.5% DATE P~CEO 6--24--89 SLUMP 1 --1/4" LOCAT,ONOFP~ACEME'T East Bound Parkway Blvd.; S~a. 57+~0 BEAM FLEXURAL STRENGTH TESTS BEAM DATE AGE WIDTH DEPTH SPAN LOAD FLEXURAL NO. TESTED DAYS INCHES INCHES INCHES LBS STRENGTH. PSI I:'~/B-1 7-01-89 7 6 - 1/16 5 - 15/16 18 8700 730 PWB-2 7-22-89 28 6 6 " 8300 690 PWB-3 " 28 6 6 - 1/16 ' 8700 710 day flexural strengths comply with project T.TME~OD: *.mC2B30. C.B specifications unless noted otherwise. DISTRIBUTION: 1 Above 1 Jerry Parchet Consulting Engineers 1 City of Coppell 1 L.H, Lacy Contractors BAKER-SHIFLETT, INC. David R. Friels, P.E. Texas 51700 5450 East Loop 820 South P.O. Box t 5822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411