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STRATA TEST REPORTS - 03-00005 - BYUI - Student Health & Counseling Building
_JA S i rZ- a i e3 Tom-;N[CAL ENGINEERING & MATERIALS TE MNG 4460 Kings Wasp fl. Chubbuck, raho BUN 208 zi i- 4 � = J CONCRETE CYLINDER TEST REPORT PePO4 to- OVU I DAHUfa" Project: Contractor: Structure., Loraticn: Reported by-. Mix No.: Sacks/CY- Cement: Admixtures: SPECIFICATIONS Slump.. inches: Air Content. %: Slump; inches- Air Unit VVeight, pcf' Conc. Temp. °F: Air Temp, °F: PN4SICAL PLANT BUILDING C/O BYU IDAHO STUDENT HEALTH CENTER KELLER FLOOR SLAB GRIDLINE E @ 5 MATERIALS AND MIX DATA WALTERS 513 NR TYPE I & 11 AEA., WRA 51' MAX 0-3 5.50 20 NR 66 55 Concrete Supplier- Method of Mixing- Aggregate Source: Wader Source: _ -.r . _ . _ - '.:�—�4 `.�BkS • r r as .aa-P+P,r-:�L.,: i� �.�� .. Re or{ No.: bate: 07114103 File No.: BYU1.DA Project No. P02098C Invoice No,- .11VALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI 7 Day- 28 Day: 4000 FIELD TEST DATA ASTM C-143) Truck No.: ASTM C-231) Ticket No.: ASTM C-138) Time Batched- ASTM C-1064) No. CY represented: Water Added, gal.: Concrete Sampled .(ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast.- 07!14/03 Time: 5 :30 A M BV. T B Sample No.: Cylinder ID P03226 Cylinder Diameter (inches} P03226A 6.02 P032266 6.02 P03226C 6.02 P03226D Cylinder Curing ( Field Cure Days: at Temp. Range, Lab lured prom: Date Received- LABORATORY TEST DATA (A 85 0:00 fm 4:30 AM 10 ASTM C-31) 1 °F' 60-80 07/15/03 X -Sec Total Fracture Date Age Comp. Area Load Type Tested Tested Strength (sq in) (Ibs) (days) (psi) 28.46 116740 Conical 07/21/03 7 4100 28.48 139140 Conical 08/11103 28 4890 28.4E 1403,40 Conical 08!11/03 28 4930 0.00 HOLD 28 p Reviewed By: IDAHO * 1M H I T N 0 09EGON * ,W YO I * M0,`-JTANA a UTAH * NEVADA t G E TE( HNI AL ENGINELERING & MATERIALS TESTING 4460 K nas W y �3_ C�ubbuck, Idaho 51`02. fir- f -11i] JI GO(VGRETE OTL11DIR T[JT REPORT Report to' BYU IDAHO Report No.: ww PHYSICAL PLANT BUILDING Date: 08/04/03 CIO BYU IDAHO File No.: BYUIDA REXBURG, IDAHO 83440 Project No. P02098C Invoice No.: Project- STUDENT HEALTH CENTER Contractor: KELLER structure: FOOTINGS Location: B-8 Reported by: Mix No.: Sacks/CY: Cement: Admixtures: WALTERS 400 NR TYPE I & 11 AEA, WRA SPECIFICATIONS Slump, inches: NR Air Content, %-. N R Slump, inches. Air Content, %- Unit Weight, pcf- Conc. Temp. ° F: Air Temp, 'F- MATERIALS AND MIX DATA Concrete Supplier: Method of Mixing- Aggregate Source.- Water Source: WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI FIELD TEST BATA 2-50 (ASTM C- 14 3) 7.2 (ASTM C-231) NR (ASTM" C-1 38) 80 (ASTM C- 1064) W6 Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast-. OS/04/03 i im e: 3:'i � PM Bw TM Sample No,- Cylinder ID P0326-2 Cylinder Diameter (inches) P03262A 6.02 P0326r2B ?032620 P 03262 D X -Sec Area (sq in) 28.46 0.00 0.00 0.00 Total Load (lbs) 89600 Fracture Type 7 Day: 28 Day-, 3000 Truck No..- Ticket No.: Time Batched.- No+ CY represented: Water Added, gal.: Cylinder Curing ( Field Cure lays: at Temp. Range, Lab Cured from, Date Rece'lved.- Date Tested 00'. 4417 2-22 PM 6 NO ASTM G3 1) 1 °F: 60-80 Age Tested (days) 08/05103 pomp, Strength Cosi1 Conical 08/11.'03 7 3150 Conical 09/01/03 28 0 Conical 09/61/03 28 0 HOLD 28 0 Fa Reviewed #. IDAHO0 WASHINGTON ' OREGON -0 WYOMING & MONTANA a UTAH * NEVADA 4460 Kiqs Way ' . Dubbucki IdahO 83202 -. 2^' -?J00 ' Fax 208 2373449 CONCRETE CYLINDER TEST REPORT Report to- Project: Contractor: Structure: Location, Mix No.- Sacks/CY.- Cement.- Admixtures: SPECIFICATIONS Slump, inches: Air Content. %: Slump, inches.- Air Content, Unit Weight, pcf- Conc, Temp. "'F - Air F:Air Temp, °F: BYU IDAHO immmm- PHYSICAL PLANT BUILDING C/0 RYU IDAHO __ REXBURG, IDAHO 83440 STUDENT HEALTH CENTER KELLER FLOOR SLAB GRIDLINE C (a) 6 WALTERS 513 NR TYPE I & 11 AEA, WRA 511 MAX 0-3 MATERIALS AND MIX DATA Concrete Supplier: Method of Mixing,: Aggregate Source: Water Source-, Report No.: Date: 07/08/03 File No..- B Y U I DA Project No., P02098C Invoice No.- WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI FIELD TEST DATA 7 Day-, 28 Day: 4000 5.50 (ASTM C-143) Truck No.: 1. 5 (ASTM C- 2 3 1 ) Ticket No.: NR (ASTM C-138) Time Batched: 64 (ASTM C-1064) No. CY represented: 50mmmmimhwft� Water Added. gal..- Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast: 07/08/03 Time., 5:30 AM By: TB Cylinder Curing Field Cure Days- at Temp, Range, Lab Cared from: Date Received: 57 2884 4:25 AM 5 ASTM G31) 1 0 F: 60-80 07/09/03 LABORATORY TEST DASA Sample No.: P03220 (ASTM C -39-) Cylinder Cylinder X -Sec Total Fracture Date Age Com P. d Diameter Area Load Type Tested Tested strength (inches) (sq in) (lbs) days}(Psi) �'03220a 6.02 28.46 11162-0 C,orica# 071151Q3 7 39 0 P032208 0. 00 Conical 08/0-5/03 28 p P�32ZQC 0.00 Conical 08I05I03 28 p P03220D 0.00 HOLD 2$ o dI Reviewed By- 1DRH0 - WASHINGTON - OREGON V+JYDMfdVG MONTANA UTAH NEVADA T,� l ir s GEOTECHNICAL �;.:_:N JNL'_-ER1N MATERIALS TESTING 4460 Kings Way Dubbuck, Idaho 83202 208 237-3400ax 208 237-3449 CONCRETE CYLINDER Report to: BYU IDAHO PHYSICAL PLANT BUILDING (;/Q OYU IDAHO REXBURG' IDAHO 8344G Project: STUDENT HEALTH CENTER Contractor-. KELLER Structure: FLOOR SLAB Location.- GRIDLINE E 7 Reported Reported bNo.: Sacks/CY- Cem ent: A i tures. SPECIFICATIONS Slump, inches: Air Content, %-, Slump; inches: Air Con}ent, Unit Weight, Pd., Conc. Temp. °F: Air Temp, °F: WALTERS 513 NR TYPE I & 11 AEA, WRA 5" MAX 0-3 MATERIALS AND MIX DATA Concrete Supplier- Method of Mixing. Aggregate Source, Water Source-, Report No.: Date: 07/08/03 File No.: DYU1bA Project No.,"P02098C Invoice NO.', VVAL-TERS READY MIX TRANSIT STOCKPI LE TRUCK REQUIRED STRENGTH, PSI FIELD TEST DATA ASTM C-143) ASTM C-231) ASTM C-138) ASTM C-1064) Concrete Sampled (ASTM C-172), Tested & Cylinders Gast (ASTM C-31) Date Cast: 07JI08/03 Time: 620 AM BY: TB Sample No.- Cylinder ID P03221 Cylinder Diameter Onches) rus221,4 6.02 P03221 P03221 P03221 D IDAHO 7 Day: 28 Day: Truck Na,: Tick et No., Time Batched.- No. CY represented: Wate,r Added, gal... C linder wring i Field Care Days: at Temp. Range, Lab Cured from: Date Received: X -Sec Area (sq in) 6 WASHINGTON T M G 39) Total Fracture Load Type Ibs 115600 conical Conical Conical S IMCI N 0 F. 07109103 DaterVeNVU Comp. Tested Tesied Strength (days) (psi) o�r� ���� 7 Soso os/o5/o3 2$ Q 08/05/03 28 0 HOLD 28 0 41 ORFGON * WYOMING * MONTANA * UTAH - NEVADA 7 L. ' TES H NICAL EN GIt-,JEERI NG A q!.AL s TEST; N; 4460 KiigS Via . Chubbuck. Idaho 830.2 CONCRFT;= Report tc)- P roj rect - Contractor: SEructure; Location: Reported by: Mix No..- Sacks/CY- Cement: Adm ixtures, SPECIFICATIONS Slump, inches: Air Content, Slump, inches: Air ContentI %: Unit Weight, pcf. Conc. Temp. OF. Air Temp, "F.- rX 1 CO I KtHURT BYU IDAHO PHYSICAL PLANT BUILDING ALin REXBURG,IDAHG 83440 STUDENT HEALTH CENTER KELLER FOOTINGS GRIDLINE c 2 TB__ 400 NR TYPE I & 11 AEA, WRA 5" MAX 5 +/- 1. 5 MATERIALS AND MIX DATA Concrete Sup lier, Method of Mixing: Aggregate Source'. Water Source.- Report No.: 061 1 710 File No.: BYUIDA Project No.., P02098C Invoice No,-- ,WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI FIELD TEST DATA -.40. 50 (ASTM C-143) 6 $ (ASTM C-231) NR {ASTM C-138) 78 (ASTM C-1 064) 92 Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast: 06/17/03 Time.- 4:10 PM BY: TE3 7 Daw 28 Day: 3000 Tuck No. : Ticket No.: Time 132tched.- No. CY represented: Water .Added, gal., - Cylinder Curing Field Cure Days: at Temp. Range. Lab Cured from: Date Receivp_ri- LAE30RATORY TEST DATA 89 0:00 3:21 PM 9.25_ ASTM G3 1) 1 °F: 60-80 06/18/03 Sample No,, P03192 (ASTM C-39) - — N Cylinder Cylinder X -,Sec Total Fracture Date Age Comp. ID Diameter Area Load Type Tested Tested Strength P03192A (inches) (59 ��) (RDS) (days) (Psi) 6.02 28.46 67420 Conical 06/24/03 7 P03192 6 6.02 28.46 87520 Conical 07/15/03 Zg 2370 P03192C 6.02 28.46 90380 Conical 07/15/03 8 3180 3070 P03192D 0.00 HOLD 2 Zg 0 Reviewed By: IDAHO *WASHINGTON 0 OREGON * WYOMING MONTANA * Lij F� it NEVADA a T a 4460 Kinos Wa 4-'31 . Chubbuck. Idaho � k 13 I -,_A --, y i J CONCRETE CYLINDER TEST REPORT Report to., Project: Contractor: Structure: Location: Reported by: Mix No.,. Sacks/CY- Cement. Admixtures'. SPECIFICATIONS Slump, inches. Air Content. %: Slump, inches: Ai r content, %: Unit Weight, Pcf, Conc. Temp. 'F: Air Temp, OF: BYIJ IDAHO PHYSICAL PLANT BUILDING C/0 BYU IDAHO REXBURG, IDAHO 83440 SFLIDENF HEALTH CENTER KELLER FOUNDATION WALL GRID 5-8 SOUTH OF LINEA MATERIALS AND MIX DATA TB 512 NR TYPE 1 & 11 AEA, WRA 5" MAX 5 +!- 1.5 Concrete Supplier- Method of Mixing: Aggregate Source: Water Source-. Report No. : Date., 06/05/03 00004� File No.- BYUIDA Project No., P02098C Invoice No.- WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI FIELD TEST DATA 2.75 (ASTM C 4.6 (ASTM C NR (ASTM C 80 (ASTM C _7 5 Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Dazte%_Ir Cast: 06/05/03 Time'. 4:05 PM By TB Sample No.- Cylinder Io P03155 Cylinder Qiameie(inches) r 7 Day: 28 Day: 4000 -143) Truck No.: 61 -231) Ticket No.-. 0: 00 -138) Time Batched: 2:58 P M -1 064) No. CY represented: 6.25 Water Added, gal.: NR mmmmmmmhwnw� Cylinder Curing (ASTM C-31) Field Cure Days: 1 at Temp. Range, °F: 60-80 Lab Cured from- Date Received: 06/06/03 LABORATORY TEST DATA x-sec Area Esq in) P03165A 6.02 28.46 P03165B 6.02 28.46 P03 -165C 6.02 28.46 P063165D 0.00 (ASTM C-39) Tot2l Load (abs) 95700 116920 14140 F ractu re Type Conical Ccnical Conical Date Tested 06/12/03 o7/a3la3 a7io3/o3 HeLa Reviewed Age Tested (days) t OREGON . WYOMING * N40NTANA -6 UTAH - NEVADA Comp. Strength (PSS) 3360 4110 4360 0 GEOTECHNICAL LENGINEEERING TESTING 4460 rng '"t -1 Gllubbak. Ida nrj X202 206z/Q�-04 CONCRETE CYLINDER TEST R i Prolect, Contractor: St-U,-t,rcc+L-- Location -F F,eported b Y' Mix No.: Sacks/CY- Cement'. Admixtures: ICICAL SUNT ]J11 I . 1 119 mmm�_ � C/O BYU IDAHO REXBURG, IDAHO 83440 SPECIFICATIONS Slump, inches: Air Content, Slump, inches: Air Content. °lQ: Unit Weight, PCf., Conc. Temp. °F; All r Temp, °F: STUDENT HEALTH CENTER KELLER FOUNDATION WALL GRID 5-8 @ GRIDLINE A MATERIALS AND MIX DATA TB 512 NR TYPE I & 11 AEA, WRA 5" MAX 5+/-1.5 Concrete Supplier'. Method of fixing: Aggregate Source, Water Source-. Reoort No-: Date:. 06103/03 ME7.7 - File No.: BYUIaA Project No.--PO2098C Invoice No.: WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI FIELD TEST DATA 7 Day. 28 Day: 4000 4.50 (ASTM C-143) Truck No.: 89 5.1 (ASTM C-231) Ticket No.-. 1400 NR (ASTM C- 138) Time Batched: 1:17 PM 77 (ASTM C-1064) No. GY represented: 8.5 74 Water Added, gal.: NR Concrete Sampled (ASTM C-172). Tested & Cylinders Cast (ASTM C-31) Date Cast: Q6/06/03 Time: 2:30 P10 Bw TB Cylinder ID Cylinder Curing ( Field Cure Days-. at Temp. Range, Lai Cured' fircm: Date Received: LABORATORY TEST DATA P-03170 Cylinder X -Sec diameter Area (incines) (sq in) P03170A 6.02 28.46 P03170B (3.02 28.46 P03170C 6.02 28.46 P03170D 0.00 a� IDAHO v- 'NASHING TION -3 TOt2l Fracture Type Conical Conical Ccanicai Date Tested 06113/03 07/04/03 D7/04/Q3 HOLD Reviewed t ASTM C-31) ° F -, Age Tested 4d��) 7 28 28 28 0 EGON WYOMING MONTANA UTAH 06/07/03 comp. Strength (psi) 3200 4630 4650 U NEVADA a� NEVADA l GEOTECHNICAL ENGINEERING MATr_R11ALS TESTING 44601=IQs Wa # ChubbuiCiK, l d h c 8,3202 208 237-3400 Fax 208 237-34-4.9 CONCRETE PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG, IDAHO 53440 Project. STUDENT HEALTH CENTER Contractor: FELLER StrtiCtUre., WALL Location: GRIDLINE H �a r Reported by- Mix No.- Sacks/CY- Cem ent Admixtures: SPECIFICATIONS Slump. inches: Air Content, %-, Slump, inches: Air Contend, %: Unit Weight, pcf- Conc. Temp. 'F - Air F:Air Temp, 'F- T 512 NR TYPE I & 11 AEA, WRA 5" MAX 5+/-1.5 6.4 NR 74 82_ MATERIALS AND MIX DATA Concrete Supplier- Method of Mixing: Aggregate Source: Water Source.- Report No.: Date'. 06/11/03 File No..- BYU I DA Project No.: P02098C Invoice No WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI 7 Day- FIELD TEST DATA ASTM C-143) Truck No,- ASTM C-231) Ticket No.: ASTM C-1 38) Time Batched- ASTM C-1064) No. CY represented.- Water epresented:Water Added, gal.: Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast: 06.11 110 3 Time: 3-100 PM Bv-. TB Cylinder Curing ( Field Cure Days: at Temp. Range, Lab Cured from- Date Received: LABORATORY TEST DATA 0 -39) 62 0:00 2 '27 PM 10 NR ASTM C-31) 1 F: 6D-80 06!12!03 Sample Na.: P03176 Cylinder Cylinder X -Sec Total Fracture nate Age Comb. ID Diameter Area L02d Type Tested Tested Strength (inches) (sq in) (Ibs) (days) (Psi) P03176A 6.02 X 8.46 100280 Conical 06/18/03 7 352D P03176B 6.02 28.46 134740 Conical 0718103 28 4730 P0317EC 6_02 2$_46 1398fiC} Conical 07I03103 22 4910 P03176D 0.00 HOLD 28 0 Reviewed By: I D H O * W AH i N T N* DREGON * WYOMING * MONTH"NA V IJ I AH NEVADA 5 i rZ a ? a 446 :w '�.,' . Dlu:1dah CONCRETE CTEST Project.- Contractor- Struc'Wre' Location- Reported by: Mix No.: Sacks/CY.- Cement: Admixtures- SPECIFICATIONS Slump, inches- Air Content. %-. Slump, inches: Air Content, %: Unit Weight, pct: Cont. Temp. "F - Air Temp, °F. PkVgICAL PLANT BUILDING C/O BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH CENTER KELLER WALL GRIDLINE H lad 3 110 512 NR TYPE I & 11 AEA, WRA 5" MAX 5+/-1.5 AWE 6.2 NR 74 81 MATERIALS AND MIX DATA Concrete Supplier: Method of Mixing: Aggregate Source-, Water Source-- Report No.: D91 1 06149103 File No.- BYUIDA Project No. P02098C Invoice No.- WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI 7 Day- 28 Day: 4000 FIELD TEST DATA ASTM C-143) Truck No.: ASTM C-231) Ticket No.: ASTM C-138) Time Batched: ASTM C-1064) No. CY represented.- Water epresented:Water Added, gal.: Concrete Sampled (ASTM C-1 72), Tested & Cylinders Cast (ASTM C-31) Daie mast1/03 Time: 3:45 PIVI By TB Sampie No.-. Cylinder 1D P03177 Cylinder Diameter (inches) P03177A 6.02 P03177B 6.02 P031 7 -17C 6.02 P03 i 77D IDAHO e X -Sec Area (sq in) 28.46 28.46 24:5. 000 WASH IN i"A'TO N (ASTM C-39) M Load (lbs) 96140 129820 129680 Fracture Type Cylinder Curing Field Cure days: at em p. range, Lai Cured from- Date Received- Date Tested ASTM C-31) 1 °F: 60-80 Age Tested (days) Conical 06/1 8/03 7 Conical 07109103 28 Conical 07103I03 22 )GYA V411N] .., Camp. Strength (Psi) [old r Reviewed Y 208 237-3X 00 1 F3.208 237-3449 CONCRETE CYLINDER P r0i ect Contractor: 1Zfrijc1ure.,. Location: Reported by: Mix No.: Sacks/CY- Cem ent, AdmFxtures: SPECIFICATIONS Slump, inches: Air Content, %- Sump, inches. Air Content, %-. Unit Weight, pcf.- Conc. Temp. °F: Air Temp, °F: DSU ID�C10 PHYSICAL PLANT BUILDING Date'. 06113/03 C/O BYU IDAHO File No.-. BYUIDA REXBURG, IDAHO 83440 Project No. P02098C Invoice No.: STUDENT HEALTH CENTER KELLER FOUNDATION WALL GRIDLINE 1 a8.5- H TB a000 NR TYPE I & 11 AEA, WRA 5" MAX +/-1. 159101red 5.8 NR 74 75 MATERIALS AND MIX DATA Concrete Supplier: Method of Mixing,- Aggregate Source: dater Source-, WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI 7 Day: 28 Day: 4000 FIELD TEST DATA ASTM C-143) Fracture Truck No. : ASTM C-231) Area Ticket No,-. ASTM C-1 38) Time Batched- ASTM C-1064) No. CY represented: (days) (Psi) 28.46 Water Added, gal.-. Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Cats Cast- 0&'13/03 Time: 2:45 PM Bv: TB ORMTORI-Offley Cylinder ID P03182 Cylinder Diameter (inches) P031$2A 6.02 p031828 6.02 P03182C 6.p2 P 0 31 Cylinder Curing ( Field Cure Days: at Ternip. Range, Lab toured from: Date Received: TM C-39) okoo 1 :46 PM 7.75 12 ASTM C-31) 2 'F: 60-8Q 16161A [91NI3c X -Sec Total Fracture Date Age Camp. Area Load Tyke Tested Tested Strength {sq in} (lbs) (days) (Psi) 28.46 77400 Conical 0.6120/03 7 2720 28.4E 115540 Conical 07/11/03 28 4060 28-.46 114280 Conical 07111/03 28 4o20 0.00 HOED 28 p Reviewed By. =r,=him IDAHO 1P WASHINGTON & OREGON i ] rqq� MO N T P Nr4 • UTAH # n,J EV.4DA 1. ,OA E TE - H I AL EN IN EEE IN . k�1.r���R:,� - TES c iNG 4.4160 Kings Wav -il ChubbuckF Idaho 83202 L) "-j+{ -1400 FR 208 '2!37-3449 CONCRETE CYLINDER TEST REPORT Report to' BYU IDAHO PHYSICAL PLANT BUILDING CO BYU IDAHO REXBURG, IDA -HO 83440 Project: STUDENT HEALTH CENTER Contractor: DOUBLE E. CONSTRUCTION, INC Structure: WALL & FOOTINGS Locat i o n _GRIDLINE 8 BETWEEN E - MATERIALS AND MIX. -DATA Reported by. Mix No.: SacksfCY: Gement: Admixtures: SPECIFICATIONS Slump, inches: Air Content. %: Siurnip, inches: Air Content, %: Unit VV eight, Pcf- Coric. Temp. 'F - Air F:Aar Temp, °F: 400 6 ASHGROVE NR 4" MAX MF" 5_8% 4.00 i 6.0 NR 68 56 Concrete Supplier: Method of Mixing: Aggregate Source'. Water Source- Report No Date: 04/28/63 File No.: BYUIDA Project No., P02098C Invoice No.- WALTERS READY MIX TRANSIT STOCKPILE WELL REQUIRED S'FRENGTH, PSI 7 Day: NR 28 Day: 4000 ft FIELD TEST DATA ASTM C-143) Truck No.-.. ASTM C-231) Ticket No.: ASTM C-138) Time Batched.- ASTM C-1064) No. CY represented: Water Added, gal..- Concrete Sampled (ASTM C-172), Tested & Cyi-Inders Cast (ASTM C-31) Cate Cast- 04/28/03 Time: 3:00 PM Bv- FF Sample No.: Cylinder !Q P03096A P030968 P03096C P03096D Pfl3096 __ Cylinder Diameter {inches} 6.02 6.02 6.02 X -Sec Area (sq I n) X8.46 2$_46 28.46 !DAH �� HING TON IN Total Fracture Load Type (ICs) 72440 114640 116140 Conical Corsica! Corsica! Cylinder Curing � Field Cine Days.- at Temp_ Range, dab Cared from-, Date Received: L� ASTM C-31) 1 °F: 30-50 04!29/03 Dade Age Comp. Tested Tested Strength (days) 051D5103 7 255Q 05126103 28 4030 05126103 2$ 40$0 HOLD 2$ Q a4 wx -ft Reviewed BY: ,0^ '��ti e3i-3400 ' Fax 208 23i-349 Report to: Project: Contractor: Structure.- Location. - CONCRETE CYLINDER TEST REPORT BYU IDAHO PHYSICAL PLANT BUILDING CIO BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH CENTER KELLER FLOOR SLAB GRIDLINE D @ 3 MATERIALS AND MIX DATA Report No.: Dale: 07114103 File No..- BYUJDA Froiect No. P02098C Invoice No.: Reported by.- WALTERS Concrete Supplier. WALTERS READY MIX Mix No.' 513 Method of Mixing: TRANSIT Sacks/CY- NR Aggregate Source-, STOCKPILE Cement.- TYPE I & it Water Source: TRUCK- Admixtures- AEA, WRA SPECIFICATIONS REQUIRED STRENGTH, PSI 7 Day: Slump, inches' 5" MAX 28 Day: 4000 Air Content, .0-3 FIELD TEST DATA Slump, inches: 6,50 (ASTM C-143) Truck No.: 38 AilConten.t, %: 2.4 (ASTM C-231) Ticket No... 3229 Unit Weight, pcfl- NR (ASTM C-138) Time Batched.- 5:52 AM Conc. Temp. ° F: 70 (ASTM C-1 064) No. CY represented: 1 0 Air Temp, °F' 60 Water Added, gal. --p Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31) Tested & Cylinders Cast (ASTM C-31) Field Cure Day's - Date Cast: 07!14/03 at Temp. Range, °F: 60-80 r"'e; �:G"'"t:" Lab Cured from- BV.TB Date Received: 07/15/03 LABORATORY TEST DATA Sample No.: P03227 (ASTM C-39) Cylinder Cylinder X-SecTotal Fracture Date Age 9= Comp. ID Diameter Area Load Type Tested Tested Strength (inches) (sq in) (lbs) (days) (psi) P03227A 6.02 28.46 111820 Conical 07/21/03 7 3930 P00`227B 6.02 28.46 146180 Conical 08/11/03 28 5140 P03227C 6.02 28.46 157480 Conical 08/11/03 28 5320 P03227D 0.00 HOLD 28 p 1,76 Reviewed By: �. _ Z ,;•^=-.,r--_.,__._._.. M. IDAHO WASHINGTON OREGON WYOMING MONTANA UTAH NEVADA VK R a 7 a GE T EC,HNICAL ENGI EER MA7_-RIALS TESTING CONCRETE CYLINDER TEST REPORT PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG, IDAHO 83440 Project: STUDENT HEALTH CENTER Contractor: DOUBLE E. CONSTRUCTION. INC Structure: WALL & FOOTINGS Location: GRIDLINE A BETWEEN E & F ---"""'- Reported by- Mix Nc-, Sacks/CY: Cement: Admixtures: MATERIALS AND MIX DATA FF 400 6 ASHGR-OV. SPECIFICATIONS Slump, inches: 4" MAX Air Content. %: 5-8 Slump, inches- Air % - Unit Weight, �cf: Conc. Temp. 'F Air Temp,, OF UIR 6.0 N R 68 56 Concrete Supplier: Method of Mixing- AggregatLe Source- Water Source: Date- 04/28103 File Na.: BYUIDA Project No. P02098C Invoice fVo_: WALTERS READY MIX TRANSIT STOCKPILE WELL REQUIRED STRENGTH. PSI 7 Day - 2 8 Day. FIELD TEST DATA NR 4000 EEEERME".%h&� ASTM dy ic.. j•:2 C-23-.1) `� ASTM r 38) Time Batched: L ., C-1 064) No. CY represented: CONCRETE CYLINDER TEST REPORT PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG, IDAHO 83440 Project: STUDENT HEALTH CENTER Contractor: DOUBLE E. CONSTRUCTION. INC Structure: WALL & FOOTINGS Location: GRIDLINE A BETWEEN E & F ---"""'- Reported by- Mix Nc-, Sacks/CY: Cement: Admixtures: MATERIALS AND MIX DATA FF 400 6 ASHGR-OV. SPECIFICATIONS Slump, inches: 4" MAX Air Content. %: 5-8 Slump, inches- Air % - Unit Weight, �cf: Conc. Temp. 'F Air Temp,, OF UIR 6.0 N R 68 56 Concrete Supplier: Method of Mixing- AggregatLe Source- Water Source: Date- 04/28103 File Na.: BYUIDA Project No. P02098C Invoice fVo_: WALTERS READY MIX TRANSIT STOCKPILE WELL REQUIRED STRENGTH. PSI 7 Day - 2 8 Day. FIELD TEST DATA NR 4000 EEEERME".%h&� ASTM C-14.5 Truck No.: ASTM C-23-.1) Ticket No.,, ASTM C-1 38) Time Batched: ASTM C-1 064) No. CY represented: Water Added, gal... Concrete Sampled (ASTM C-1172), Tested & Cylinders Cast (ASTM C-31) Date Cas,: 04/28/03 Time., 3:00 PM Sample , Cylinder ID P03090"A P030968 P03096C P03096 D cylinder Cur -Ing ( Field Cure Days-, at Temp. Range, Lab Cured from-, Dy. rr Date Received: LABORATORY TEST DATA P03096 Cylinder Diameter (inches) 6.02 6.02 6.02 X -Sec Area (sem #n) 28,46 2846 28.46 Total Load (Ibs) 72440 114640 116140 ti LJ I Ok I r4 T Mf- Fracture Type Conical Conical Conical Date Tested 05/05/03 05/26/03 05/26/03 HOLD 10-1 'OVA ASTM C-31) 1 °F: 30-50 Age Tested (days) 7 04/29/03 Comp. Strength (psi.) 2550 4030 4080 9 Reviewed r..: i 5 i � a a 4460 KJ�u�..Lkb`, Ii a 206 2 X08 ( r -3`449 CONCRETE CYLINDER TEST REPORT Report to: BYU IDAHO Project: Contractar: Structure: Location" Reported by.- Mix Na.: Sacks/CY- Cem ent: Adm ix#ures: PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG. IDAHO 83440 STUDENT HEALTH CENTER DOUBLE E. CONSTRUCTION, INC FOOTING WALLS WEST OF GRID LINE 9 BETWEENLII.B_E FF 400 6 ASHGROVE N R SPECIFICATIONS Slum, p, inches: d.' MAX Air Content. °/fl: 5-8 Flo Slump. inches: Air Content, Unit Weight, pcf-, Conc. Temp. 'F-- Air F.Air Temp, 'F - 50 MATERIALS AND MIX DATA Ccncrete Supplier., Method of Mixing: Aggregate Source., Water Source- Date. - 05!02/03 File No.- BYUIDA Project No.-. P02098C Invoice No.: WALTERS READY MIX TRANSIT STOCKPILE WELL REQUIRED STRENGTH, PSI 7 Day: NR 28 Day: 4000 FIELD TEST DATA ASTM C-143) Truck No. : ASTM C-231) Ticket No.: ASTM C-1 38) Time Batched: ASTM C-1 064) No. CY represented: Water Added, gal.- Concrete Sca:lmpled (ASTM C-172), Tested & Cylinders Cast (ASTM G-31) Date Cast'. 05/020/03 Time: 2:15 PM Bv- FF Cylinder Curing Field Care pays: at Temp. Range, Lab Cared from: Date Received- LAE30RATO-RY TEST DATA (ASTM C-39 S,ample No.: P03103 Cylfnder Cylinder X -Sec Total Fracture Date ID Diameter Area Load Tyke Tested (inches) (sq ire) (lbs) P43103A 6.02 28.46 84580 Conical 05109103 P03103B 6.02 28.5 136350 Conical 05134103 P03103C 6-02 2$.46 131050 Conical 05I30103 P03103D 0.00 HELD 57 10027 1:32 PM 9 NR ASTM C-31) 2 ° F: 30-50 Age Tested {days} 7 28 28 2$ 05/04/03 Camp. Strength (psi) 2990 4790 4600 0 ,- f �-, Reviewed . D.11HO # I`+ '4S.JNLi TON -P GRE kJ i 0 WYOMING a NI NT.ANA & UTAH * NEVADA C,F07ECHN*''+' AL ERING & MATERIAL TESTING Report to- P roj ect: Cantrac#or. Structure: Location.- Reported by-, Mix Na.: S2cks/CY- Cem ent- Adm ixtures+ r .. (1�i J'2 7 CONCRETE CYLINDER TEST REPORT BYU IDAHO IT1,1C I PLANT BUDDING GO BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH CENTER DOUBLE E. CONSTRUCTION, INC FOOTING WALLS GRID LINE 4-5 BETWEEN C & D FF 5 12 4000 NR NR SPECIFICATIONS Slump, inches: 5" MAX Air Content. %: 5-8 % Sk,imp, inches; Air Content, 0: Unit Weight. '. Conc. Temp. �F: Air T 4 ulrej MATERIALS AND MIX DATA Concrete Supplier; Method of Vxing: Aggregate Source- Water Source, Report No. Dale: O�JOJIO� File No.: BYUIDA Project No,-, P02098C Invoice No..- WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI 7 Day- NR 28 Day' 4000 FIELD TEST DATA ASTM C-1 43) Truck No.: ASTM C-231) Ticket No..- ASTM C-138) Time Batched: ASTM C-1064) No. CY represented: Water Added, gal... Concrete S'Eizimpled (ASTM C -172)p Tested & Cylinders Cast, (ASTM C,31) Date Capt: 05/D7103 Time: 3:a0 PIU mmm-� Sv: FF Sarnplp..-No..- Cylinder a.: Cy9inder ED ru,-� a u�JH P03109B P031 09C P031090 Cylinder Curing ( Field Cure Days: at Temp. Range, Lab Cured from.- Date Received: LABORATORY TEST DATA (ASTM C-39) P03109 Cylinder X -Sec Total Fracture Date Diameter Area Load Tyke Tested (inches) Esq in) (lbs) 6_02 28.46 94740 Conical 05/14/03 6.02 28.4E 147300 Conical 05104103 6.02 28.6 14730.0 Conical 05104103 0.00 HOLD Reviewed BY-.. Mai 10266 2:40 AM 7.5 NR ASTM C-31) 1 °F: 30-50 Age Tested (days) n 05l08/Q3 Com P. Strength (Psi) 333 5180 5 180 DAH * WASHINGTON * OREGON * WYOMING * M0,P'JT N * LITAH - NEVADA r 0 ti.:. a e 4L,. P .. Y+ i J I tCHNICAL F N %.3INEERIN(.1 Mit w R 0 Kif'19S "N I C`lubbuck. Idaho 81 L� 206 '- F2)e237-344 CON -CRETE CYLINDER TEST REPORT R.r,, r, ,.., o., o rt to'. Pi- eject: Contractor: Structure., Location: Reported by: Mix No.- S=-cks/CY., Cement_ Adm ixtures: SPI:.CIFlCAT1QNS Sump, inches: Air Contest. W. Slump, inches,- Air nches:aEr content, Qro. Unt �Veight, pcf-- Conc. Temp. OF, Air hemp, °F : BYU IDAHO L PUNT BUILDING C/O BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH CENTER DOUBLE E. CONSTRUCTION, INC FOOTINGS GRID LINE 6, 5.3 BETWEEN D -G MATERIALS AND MIX DATA FF 400 3000 NR NR 5.4 NR 70 60 Concrete Supplier Method of Mixing: V Aggregate Source, Water Source- Report No.: Ui 09 01 Fife die_: BYUIDA Project No.: P02098C Invoice No. WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH. PSI 7 Day: NR 28 Day: 3000 FIELD TEST DATA ASTM C-143) Truck iso.: ASTM C-231) Ticket No.: ASTM C-1 38} Time Botched: ASTM C-1 064) No. CY represented - Water Added, gal.: Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast: 05/08/03 Time: 1:50 PIVI, By, FF Sample No.: Cylinder I D P03`1 1 1A P03111B PO 1,31 111 C �� Pc11o P031 11 Cylinder Diem eter (inches) 6.02 6.02 6.0228.46 IDAHO 0 (ASTMC-39) X-Sec Tota I Fracture Area Load Tyke (sa in) (Ibs) WASHINGTON 78160 117860 111640 Corsica! Conlca] Corsica! Cylinder Curing ( Field Cure Days. at Temp. Lange, Lab Cured firam: Date Received: 91ff ASTM C-3 1) 1 ' F' 30-50 Date Age Comp. Tested Tested Strength (days) (psi) 0-5/15103 7 2750 06/05/03 28 3930 06/05/03 28 3920 HOLD 28 p f , Reviewed - T -r, . f W t. I@ ORES N -0 WYOMING - MNTAINA * UTAH, t NEVADA 4460, KINS ' Way ChL'Obuck. JI b 0 CONCRETE CYLINDER Report to: BYU IDAHO PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG, IDAHO 83440 Project- Contractor'. rofecf_Contractor: Structure.- Location, Reported by: Mix Na.: Sacks/CY- Cern ent: Admixtures- SPECIFICATIONS Slump, inches: Air Content, Slump, inches: Air Content, °%a: Unit Weight, Pc11- Conc. Temp. 'F-. Air Temp,. °F: STUDENT HEALTH CENTER DOUBLE E. CONSTRUCTION, INC FOOTING 'HALL GRID LINES 5-8 BETWEEN D -F MATERIALSAND MIX DATA FF 513 '91rers. 6.4 NR 72 68 Concrete Supplier: Method of Mixing- Aggregate Source-, VVater Source-- Report No: Date-, D5113103 F -fie No.: BYuIoa Project bio. P02098C Invoice iia.: WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH. PSI FIELD TEST DATA ASTM C-143) P031 ASTM C-231) ASTM C-138) ASTM C-1 064) Concrete Sampled tASTM C-172)1, Tested & Cylinders Gast (ASTM C-31) Date Cast: 05/13/03 Time: 4:50 PM E3.v. FF Sample No.- Cylinder ID P031 16A P031 1 6B P03116C P031 1 6 P03116 Cylinder Diameter (i noes) 7 Day: N R 28 Day: 4000 Truck No.: Ticket No,., Time Batched. Na. CY represented - Water Added, gal.-. Cylinder Curing ( Field Cure Days.- at Temp. Range, Lai Cured. from: Date Received: LABORATORY TEST DATA 28.46 6.02 28.4E 6.02 28.46 0.00 (ASTM Total Load {! bs) 111260 143680 140000 -39) Fracture Type Conical Conical Conical Date Tested i]5f2QIQ3 06/10/03 06/1 0/03 HOLD Q-20 0091 4:20 PM 95 NR ASTM C-31) 1 'F: 30-50 Age Tested (d 7 28 28 28 05!14/03 Camp. Strength (PSI) 3970� 5050 4920 0 R ev i ew-ed B • R a 0 UTAH a INEVA0A -40 FJ 1 Idaho " ~� "CO F( CONCRETE CYLIND�R T�ST R�PO�T Report to.- BYU IDAHO PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG, IDAHO 8344G Proj eci: Gortractor: Structure: Location: R= -parted by- MIx iso,: SackslCY: Cement. - Admixtures -, STUDENT HEALTH CENTER DOUBLE E. CONSTRUCTION, INC STEPS GRID LINE o F -G FFIRM 851 3000 NR NR SPECIFICATIONS Slump, inches: 4" Air Content. %: 5-8 % Slump, inches., Air C %-. Unit WeighL, CCT: Cork. Temi.o. 'F- it Temp. }IF were, 5.2 NR E9 64 MATERIALS AND MIX DATA Concrete Supplier: Method of Mixing.- Aggregate ixing:Aggregate Source-, Water Source: Report Na Date: 05/16/03 File Ido.: BYUfDA Project No.. PO -209$C Invoice Na.: WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI 7 Dcaly' NR 28 Day: 3000 FIELD TEST DATA ASTM C-143) ASTM G23 11 ASTM C ASTM C Concrete Sampled (ASTM C-172), Tested & Cylinders fast (ASTM C-31) Date Cast: 05/16/03 Time-. 12-145 PM Bv, FF/RM Sc-=mple No.: P03126 -138) - 1 064} (.ASTM C-35) Track No.: Ticket No.: Time Batched: No. CY Fepresented: Water Added, gad.: Cylinder During ( Field Care Days: at Temp. Range, Lab Guyed from.- Date Received. Me ASTM C-3 1) 2 °F: 30-50 05/19/03 Cylinder Cylinder X -Sec Total Fracture Date Age Cam P. d D I am eter Area Land Type Tested Tested Strength (inches) (sq in) (lbs) (days) (psi) P03126A 6.02 z8.46 -1-05600 Conical a5/23/o3 z 3710 P031268 6.02 2$.46 146320 Conical 06113103 28 5140 P03126C E.02 2 8.46 148000 Conical 06/13/03 28 520U P03126 D 0,00 HOLD 28 (} Reviewed B . IDAHO tiVASHiNG i 4N QR£GQ"J - WYOMING - MONTANA ;JTAH NEVADA ICOTEC"" K C AL E Gtr E-719IN MATERIALS TESTING 4460 kings 4VaY' =3. C', -bbuCk. Idaho 813202" 208 237-3400 Fax 208 23r-3449 CONCRETE CYLINDER TEST REPORT Report to: E3YU IDAHO Project- Contractor: Structure; Location: Reported by- Mix No..- S2cks/CY.- Cement- Adm ixtures: SPECIFICATIONS Slump, inches: Air Content. Slump, inches: Air Content, Unit Weight, Pcf: Cone. Temp. ""F. - Air F:Air Temp, °F: PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH CENTER DOUBLE E. CONSTRUCTION, INC WALL FOOTINGS D -E-5 GIDLINE 9 TLM/FF 512 NR NR NR 5' MAX 5 +/-1.5 MATERIALS AND MIX DATA Concrete Supplier, Method of Mixing-, Aggregate Source: Wates Source: Report No..- D2te- 05/19/03 File No.: BYUIDA Project No. P -02098C Invoice No.: WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, P51 FIELD TEST DATA 5.00 (ASTM C-143) 52 (ASTM C-231) NR (ASTM C-138) 65, (ASTM C-1064) 50 Concrete Sampled (ASTM C-172), 0 Tested & Cylinders Cast (ASTM C-31) Date Cast: 0-5/19/03 Time: 3:3Q PM Bye FF/-TLM S2Mple Na.: Cylinder ID P0312$A PD312$B PQ3 1 28C P03128D P03128 Cylinder Diameter Onches)-- 7 Day: 28 Day: lot Truck Na: Ticket No..- T'Ime Batched: No. CY represented: Water Added, gal.., Cylinder Curing Field Cure Days: at Temp. Range, Lab Cured from: Date Received. - LABORATORY TEST DATA X-,Se-c Area (.sq in) 6.02 2$.46 x_42 28.46 6.02 28.46 Al1r4rui DAH - WASHINGTON (A Tot@ I Load (Ibs) 91880 130820 132420 -39) F ra ctu re Type Conical Conical Conical 63 0370 NR 9.5 NR ASTM C-37) 2 °F: 30-50 05/20/03 Date A ge Comp. Tested Tested Strength -(days) (Psi) 05/26/037 3230 06/16/03 28 4600 06/16/03 28 4650 HOLD 2$ Q Reviewed By: • OREGON * VVY0MING * MONT.ANA. UTAH * NEVADA i r -FERIA, S TESTING 4460 K-�, ' W;, C t' ubbu . ldahc, 8320 '208 2317-3400 r' Fig 237-344 CONCRETE CYLINDER TEST REPORT Report to: BYU IDAHO PHYSICAL PLANT BUILDING C/0 BYU IDAHO REXBURG,IDAHO 83440 Project: Contractor. Structure. i %-I c, Leir Reported by'. Mix No.: SackslCY: Cement. Admixtures.- STUDENT HEALTH CENTER KELLER FLOOR SLAB SPECIFICATIONS Slump, inches.- Air Content. %-. S.Iump, inches: Air Concent, °Io: Un'It Weight, pcf: Cone. Temp. °F: Air Temp, °F; WALTERS 513 NR TYPE I & 11 AEA. WRA 511 MAX 0-3 MATERIALS, AND MIX DATA Concrete Supplier, Method of Mixing: Aggregate Source- Water Source- Date: 07/10/03 File No.: BYUIDA Project No P02098C Invoice No. IT WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI FIELD TEST DATA E5. 00 (ASTM C-143) 1.8 (ASTM C-231) NR (ASTM C-938) 68 (ASTM C-1 064) 60 Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast-, 07/10/03 Time: 5+-30 AM By: TB Sample No. CyCinder IQ P03222A P03222B P03222C P03222D P03222 Cylinder Diameter (inches} 6.02 6.02 6.02 IDAHO 0 7 Day-. 28 Day: 4 Truck No.- Ticket No.: Time Batched.- No. CY represented: Water Added, gal.-. Cylinder Caring ( Field Cure Days: at Temp. Range, Lab Cured r"rarn: Date Received: LABORATORY TEST DATA X -Sec Area (sq 1 n) WASHINGTON (ASTM Total Load (Ibs) 116220 1d4780 151020 Fracture Type Conical Conical Conical Date Tested 07/17103 08/07/03 08/07/03 HOLD 2 3038 4:40 AM 10 ASTM C-31) °F: 60-80 AM= Tested (days) 2.8 28 28 07/11/03 Comp. Strength (psi) 4080 Soso 5310 0 Reviewed By: OREGON WYOMING MON" NA UTAH NEVADA ��OT�C!,!"J;�•�L EPJCENEERPNC, g frlA7E-Rtlr1LS TESTING 4460 Kings bVay #3. Chubauck. Ida-hoQO?02 208 213i-J-�{ii� I FaxLGQ 237-349 CONCRETE CYLINDER TEST REPORT Report to: BYU IDAHn PHYSICAL PLANT BU__ ILDING C/O 6 Y IDAHO REXBURG, IDAHO 8344D Project: STUDENT HEALTH CENTER-,. Contractor: KELLER Structure - FOOTINGS Location., GRIDLINE G.5 (a 7 Reported by: Mix No.- Sacks/CY- Cement.- Admixtures.- SPECIFICATIONS Slump, inches.- Air Content, °lo: Slump, inches: Air Content, °fQ: Unit Weight; Pcf: Cont. Temp.. °F: Air ! emp, °F: 400 NR TYPE I & 11 AEA, VVRA 511 MAX MATERIALS AND, MIX i)ATA"- Concrete Suppler: Method of Mixing.- Aggregate Source.- Water Source- Report No..- Date - 06/20/03 File No.- Project No.. P02098C. Invoice No.: WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI FIELD TEST DATA A61 M C -143) ASTM C-231) -138) -1064) ASTM C AS -7-M C Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast - 06/20/03, Time., 220 PM R�� TQ Sample Na.: Cylinder ID Pa3z0aB P0320QC PG3ZQflD P03200 Cylinder Diameter (inches} 7 Day: 28 Day: 3000 Truck No. - Ticket No.: Time Batched: No. CY represented: Water Added, gal..- Cylinder Curing Field Care Days: at Temp. 'range, Lab Cured from: 'date �ceceivea_ LABORATORY TEST DATA X -Sec Area (Sq i n) - ASTM C-39) Total Load (Ibs) b. U2 28.46 85480-- E3.02 5806.D2 28-46 126660 6.02 28.46 125840 0.00 Fracture Type Conical Conical Conical Date Tested 06/2 7/03 07/18/03 07/18103 HOED 8 0 0:00 1:50 PM .L: 9.75 ASTM C-31) 2 °F: 60-80 Age Tested (d Ly �s) 7 06/23/03 Com P. Strength (PSI) 3000 4450 442(7 Reviewed .4.+ - 1LJJ A * NEVADA 0 GEOTEOHN!CAL ENGINEERING, 8 %.1,%7E-:R1ALS TESTiNG 4460 Kings Way . Chubbuck, ld h -3400 ? Fax 208 237-344 4 CONC,RETE CYLINDER TEST REPORT Report to-, Project-. Contractor- Structure- Location, Reported by- Mix Na.: SacksiCY- CeMTent- Adm ixtures- SPECIFICATIONS Slump, inches: Air Content, °IQ: Slump, inches: Air Content, °Io : Unit Weight, pcf: Conc. Temp. OF,- Air F:Air Temp, 7- BYU IDAHO PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG. IDAHO 83440 STUDENT HEALTH CENTER KELLER FLOOR SLAB GRIDLINE B (ab_ 7.5 WALTERS 513 NR TYPE 1 & fl AEA. WRA 511 MAX 0-3 MATERIALS AND MIX DATA Concrete Supplier,., Method of Mixing- Aggregate Source- Water Source: Report 0.., Date: 07/10/03 File No.: BYUIDA Project No.-. P02098C Invoice No.: YVALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI FIELD TEST DATA 7 Day 28 Day: 4000 5.50 (ASTM C-143) Truck No.' 2.1 (ASTM C-231) Ticket No.: NR (ASTM C-1 38) Time Batched: 68 (ASTM C-1064) No. CY represented: 62 Water Added, gal.: Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast: 07/10/03 Time: 6a-30 AM 3V: TB Sample Na.. Cylinder ID F'D3223A P03223B P03223C P03223D P03223 COnd'er Diameter (inches) 1% Cylinder Curing � Field Cure Days-, at Temp. Range, Lab Cured from: DateGEi r tz:ti: LABORATORY TEST DATA 0 X -Sec Total Fracture Area Load Type (sq ira) (Ibs) Conical Conical Conical Date Tested Reviewed By: 87_, 3040 5:19 AM 5 Maw ASTM C-31) 1 °F: 60-80 Age Tested (days) 7 28 28 28 if ` 1 j /03 com P, Strength (Psi) 3830 0 0 fl �y� 4460 Kiqs Way �J. UMIIiubbuck, Idaho 8-3202 -lax X08 -3449 Report to- Project- Contractor o: Project:Cantractar Structure- Location'. Reported by- Mix No..- Sacks/CY- Cement- Admixtures- SPECIFICATIONS Slump. inches.- Air Content. Stump, inches: Air Content, %: Unit Weight, picf- Conc. Temp. OF. Air Temp, °F: CONCRETE CYLINDER TEST REPORT BYU IDAHO PHYSICAL PLANT BUILDING C/0 BYH IDAHO REXBURG, IDAHO 83440 __IIIIIIII'm STUDENT HEALTH CENTER KELLER FLOOR SLAB GRIDLINE B (a) 7.5 WALTERS 513 NR TYPE I & II AEA, WRA __ 5" MAX 0-3 5.00 MATERIALS ,AND MIX DATA Concrete SuppIjer.- Method of Mixing- Aggregate Source: Water Souroe.- Report No.: Date.- 07/10/03 File No.,- co) YUIDA Project No., P02098C Invoice No.: WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI FIELD TEST DATA 'ASTM C-143) ASTM C-231) ASTM C-1 38) ASTM C-1064) Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast: 07/10/03 Time: 5:30 AM TB Sample No.,- Cylinder !D r vJctG/1 P03222B P03222C P03222D P03222 Cylinder Diameter (inches) 7 Day- 28 Day: Truck No..- Ticket No.: 4000 Time Batched: No. CY represented: WaterAdded, gad.: Cylinder Curing Field Cure Days: at Temp. Range. Lab Cured from: Date Received: LABORATORY TEST'DATA -39 ASTM C-31) 1 ° F: 60-80 07/`11/03 X -Sec Total Fracture pale age Com � Area �o�d �ype Tested Tested Strength (5q gin) (Ibs)days)(PSI) 28.46 116220 Conical a7/17/03 7 4 80 0.00 Conical 08/07/03 28 � 0.00 Concali08/07/03 28 p 0.00 HOLD 28 � Reviewed r. 116 TAH -0 NEVADA S � R a � a GLOTECHNIM ENGINEERING & MATERIALS TESTING 4 60 Kfflas 'Way #3. o ink, i0&- 83202 206- 23i_15400 _15400 / Fax 208 237-344q CONCRETE CYLINDER TEST REPORT Repoli to: BYU IDAHO PHYSICAL PLANT BUILDING C/0 BYU IDAHO REXBURG, IDAHO 83440 Project.- STUDENT HEALTH CENTER, Contractor., KELLER Structure.- FLOOR SLAB Location: GRIDLINE G @_5 Reported by- Mix No,,- S2cks/CY1- Cement,- Admixtures-. SPECIFICATIONS Slump, inches: Air Content 7 Slump, inches: Air ContentI %. Unit Weight, Pcf- Conc. Temp. °F: Air Temp, 4F: WALTERS 513 NR TYPEI & II AEA, WRA 5-11 MAX 0-3 5.50 2.2 N R � 70 r a i MATERIALS .AND MIX DATA Concrete Su "Plier: Method of Mixing- Aggregate Source: Water Source- Report No..- Date.. - 07/11/03 File No.: BYUIDA Project No.,. P02098C--- Invoice No WALTERS READY MIX - 'm TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI 7 Day- 28 Day: 4000 FIELD TEST DATA 'ASTM C-143) Truck No.: 57 ASTM C-231) Ticket No.: ASTM %11_0 ASTM 01,00 1 fine Batched- ASTM5:33 AM C-1 064) No. CY represented: 10 WaterAdded, gal.- Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast- 0 7/11 /03 Time: 6: 30 AM Bv. TB Cylinder Curing (ASTM C-31) Field Culre Days- at Temp. Range, Lai Cured from- DaLe Receiv -'d - LABORATORY TEST DATA z °F: 6 0-80 07/14iG3 Sample No-.- p03225 (ASTM C�_39) Cylinder Cylinder X -Sec Total Fracture Date ID Diameter Area Load Type Tested TAge Comp.. inchessted Strengtf� P03225A ( ) (�� ��) (Ibs) (days) (Psi) 6. �� X8.46 124300 Con,lcal a7/1$ID3 �P03225B 0.00 437D P{�3225C Conical 08/08/03 28 Q P03225D 0.00 Conical 08/08/03 28 p 0.00 HOLD 28 0 ys4+ Rev- iewed By: 'U'RHO - 1NA5H1AfGTaN OREGON WYOMING - MONTANA - LlTRN NEVADA S MOM" a GEOTECHNICAL . E' PFSEERIN & MATERIALS TF TsNC7 4460 ark . Chubbuck.Idaho83`02 208 12T-3400 J - rax 208 C�37- 9 CONCPITE flVL1N61& TEST REPORT Report to- PFOlect- Contr2ctor+ Structure- Location, Reported by- Mix Na.: Sacks/CY: Cement: Admixtures.- SPECIFICATIONS Slump, inches: Air Content. %: Sump, inches: Air Content, W Unit Weight, pcf: Conc, Temp. °F: Air Temp, °F: BYU IDAHO PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH CENTER KELLER FLOOR SLAB GRIDLINE G (&_ 7.5 WALTERS 513 NR TYPE I & 11 AEA, WRA 5" MAX 0-3 0w 1.9 NR 70 EO MATER!ALS. AND MIX DATA_ - - Concrete SupWier-- Method of Mixing- Aggregate Source- Water Source.- Report No.; Date: 07/11/03 File No.: BYUIDA Project No.,T02098C Invoice No.-_ WA S READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI 7 Day: 28 Day: 4000 FIELD TEST DATA ASTM C-143) Truck No., ASTM C-231) Ticket No.: ASTM C-1 38) Time Batched: ASTM C-1064) No. CY represented: Water Added, gal.: Concrete, Sampled (ASTM C-1 72), Tested & Cylinders Cast (ASTM C-31) Date Cast: 07/11/03 Time: 5:30 AM By,- TB Sam ple No.: Cylinder 11D rUJ214R P03224B P03224 P03224D P03224 cylinder Diameter (inches) Cylinder Curing Field Cure Days.- at Temp. Range; Lab Cured from: Date Received-- LABORATORY TEST DATA X -Sec Area Lsqjn) 28.46 0.00 0.00 0.00 (ASTM C-39) 66 0:00 4:40 AM 10 ASTM C-31) 2 ° F: 60-80 07114/03 Tota! Fracture Date Ag Com P Load Type Tested Vested Strength Obs) (days) (Psi) 12x340 Conic -a[ 07/18/03 7 4230 Conical 08108/03 28 0 Conical 08108/03 28 0 HOLD 28 o Reviewed IDAHO �o"HI NTN 0 OREGONCEJ i 4460 K'1110,sµ3e ChubbuCk. Idah 83,202 F 208 7-344 CONCRETE CYLINDER TEST REPORT Report to: BYU IDAHO PHYSICAL PLANT BUILDING G/0 BYU IDAHO REXBURG, IDAHO 83440 Project: STUDENT HEALTH CENTER Contractor: K'E L L E R Structure: FLOOR SLAB G "Rini INE R Ca 7.5 I Lif a... - %-F Reported by- Mix Na. Sacks/CY: Cement.- Admixtures - SPECIFICATIONS Slump, inches: Air Content, %- Slump, inches- Air Content, %_. Unit Weight, pcf- Conc. Temp. °F: Air Temp, OF, L, W, W, 11X. 513 N R Im TYPE I & 11 AEA. WRA 2.1 � NR 08 62 MATERIALS AND MIX DATA Ccincrete Supplier- Method of Mixing.- Aggregate Source: Wates Source: Report Na gate: 07/10/03 File No.: BYUIDA Project Na.: P02098C Invoice No.- WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI FIELD TEST DATA ASTM C-143) ASTM C-231) ASTM C-138) ASTM C-1 064) Concrete Sampled (ASTM C-172).1, Tested & Cylinders Cast (ASTM C-31) Date Gist- 071/10/03 Time: 6:30 AM Bv- TB Sample No.- Cylinder ID Pfl3223 Cylinder Diameter (inches) P03223A 6.02 P03223B 6.02 P03223C 6.02 P03223D 0AH0, X -Sec Area (sq in) 28.46 28.4+6 2$.46 IR INASHINGTON It#,, 7:JW W_�MJJJ l (ASTM C-39 Total Fracture Load Type (Ibs) 7 Day' 28 Day: 4000 Truck No. : Ticket No.,. Time Batched- No. CY represented: Water Added, gad.: Cylinder Curing Field Cure Days: at Temp. Range, Lab Cured from- Date Received: Date Tested 601111 4 3040 5: 1 9 AM 5 ASTM G31) 1 °F: 60-80 Age Tested (ds) 109100 Conical X7117103 7 134500 Conical []8107103 28 139960 Conical Q8107103 28 HOLD 2$ 07/11/03 Comp. Strength (psi) 3830 4740 E., 0 ReviewedBy: "' a OREGON a WYOMING -0 rJONT"ANA v UTAH & NEVADA S T ��l GEOTECHNICAL ENG!NE-RING & MATERIAL TESTING 208 2373400 'rax ZJB 23.3449 CONCRETE CYLINDER TEST REPORT Report to-. Project; Contractor: Structure'. Loc�tjon& Reported by: Mix No,; Sacks/CY: Cement'. Admixtures: SYU IDAHO PHYSICAL PLANT BUILDING CIO BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH CENTER DOUBLE E. CONSTRUCTION, INC FOOTING & PAD -- _JF,-6_?HRU.E-9 _ SPECIFICATIONS Slum, inches: Air Content, %: Slump,. inches-. Air Content, %a. Unit Weight, pcf: Conc. Temp. OF': Air Temp, OF., I ElL81, FM.� TLM Concrete Supplier-., 51r2 Method of Mixing: NR Aggregate Source: NR Wader source: NR 51t MAX 5+/-1.6 3.75 NR NR NR 85 Date,, 05/22/03 File No.: BYUIDA Project No.- P02098C Invoice No.". WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI 7 Day: 28 Day: 4000 FIELD TEST DATA ASTM C-143) Truck No.: ASTM C-231) Ticket No.: ASTM C-138) Time Batched'.' ASTM C-1064) Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast: 05/22/03 Time..- 2:00 AM Bw TLM .9-0131 � *3 w - 91 : 1 -01 SOZ -A % Sample No.: P03137 Cylinder Cylinder X -Sec ID Diameter Area Type (inches) (sq in) P03137A 6.02 28.46 P03137B 6.02 28.46 P03137C 6.02 28.46 P03137D 42Q0 0.00 UIL No. CY represented- Water Added, gal. : Cylinder Curing Field Cure Days: at Temp, Range, Lab Cured from: Date Received: 0564 12:56 PM 5.75 NR ASTM C-31) 1 °F: 30-50. 05!23/03 Total Fracture date Age Camp. Load Type Tested Tested Strength (Ibs) (days 119520 Conical 05129103 ...(psi) 7 42Q0 142750 Conical 06119103 28 S+DZE? 144600 Conical 06/19/03 28 5D80 HOLD 28 Q Reviewed By: _ x of �� rr s L IDAHO # WASHINGTON * OREGON 9 WYOMING O MIN MONTANA e 'UTAH * NEVADA ,dA GEOTECHNICAL ENGINE-ERING � N1AT� lu 4460 Kings Way Y3, Chubbuck, ldaho 8320z- 208 320� 208 2137-111400 ,' Fax 208 237-349 CONCRETE CYLINDER TEST REPORT Report to., 6YU IDAHO PHYSICAL PLANT BUILDING CiO BYU IDAHO REXBURG, IDAHO 83440 rJ: Contractor:.. Structure: Reported by: fix No.., SacksICY- C ern ent: Adm ixtures: SPECIFICATIONS Slump, inches- Air Content, %N. STUDENT HEALTH CENTER_ DOUBLE E. CONSTRUCTION, INC MAT FOOTING/ ELEV MAP! FOOTING LfN-E 2B ! 5&6S OF A/ 8&9A MATERIALS AND MIX DATA lw� .5 " MAX 5+/.1.5 Concrete supplier: Method of Mixing- Aggregate Source'. Water Source: Dat,e; 05l23r03 File Na.: BYUIDA Project No.' P02098C Invoice No.- WALTERS READY MIX TRANSIT STOCKPILE TRUCK. REQUIRED STRENGTH, PSI FIELD TEST DATA 7 Day: 28 Day.- 4000 Slump, inches: 4.50 (ASTM C-143) Truck No.: 83 Air Content, %: NR (ASTM C-231) Ticket No.: 0639 Unit Weight, pcf, NR (ASTM C-138) Time Batched: 12:17 PM Conc. Temp. OF., 70 (ASTM C-1064) No. CY represented: 11 Air Temp., °F: 85 Water Added, gal.: NR Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31) Tested 8 Cylinders Cast (ASTM C-31) Field Cure Days: 1 Date Cast: 05/23/03 at Temp. Range, °F: 30-50 T;4. e 12:-A5 PM Lab Cured from: By: TLM Date Received: 05/24/03 LABORATORY TEST DATA (ASTM C-39) Sample No.: P03141 Cylinder Cylinder X -Sec Total Fracture Date Age Comp. ID Diameter Area Load Type Tested Tested Strength (Inches) (sq in) (Ibs) (days) (psi) P03141A 6.02 28.46 76140 Conical 05/30/03 7 2680 P03141 B 6.02 28.46 115620 Conical 06/20/03 28 4060 P03141 6.02 28.46 116000 Conical 06/20/03 28 4080 P03141 D 0.00 HOLD 28 0 4� Reviewed i 4 i�Y u IDAHO a WASHINGTON -9 OREGON m WYOMING 0 MONTANA a UTAH * NEVADA GEOTECHNICAL IEryGiNTEERING & MATERIALS TESTING 4460 Kings Way #3, Chubbuck,ldahQ 83202 208 237-3400 1 Fax 208 237-3449 CONCRETE CYLINDER TEST REPORT Report to: BYU IDAHO PHYSICAL PLANT BUILDING CIO PYU IDAHO REXBURG, IDAHO 83440 Project.- STUDENT HEALTH CENTER Contractor: DOUBLE E. CONSTRUCTION, INC Structure: FOOTINGS Location: H-9 Reported by- Mix No-- Sacks/CY-. Cement: Ad m ixtu yes: TLM 400 NR NR SPECIFICATIONS Slump, inches: 511 MAX Air Content, %-, 5+/-1.5 Slum P, inches: Air Content, %: Unit Weight, pcf- Conc. Temp. 'F. - Air F:Air Temp, °F: 4.00 6.4 NR 74 MATERIALS AND MIX DATA Concrete Supplier- Method of Mixing: Aggregate Source: Water Source: Report Flo.: Date: Q5/27103 r,jlg No.: gyuinA Project No.-, P02098C Invoice No.: WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI 7 Day - •_000 3 FIELD TEST DATA ASTM C-143) Truck No.: ASTM C-231) Ticket No.: ASTM C-138) Time Batched-. ASTM C-1064) No. CY represented: Water Added, gal.: Concrete Sampled (ASTM G-172), Tested & Cylinders Cash .(ASTM C-31) Dade Cast: 05/27/03 Time-. 3:45 PM Bw TLM Sample No.- Cylinder ID P03142 Cylinder diameter (inches) P03142A 6.02 P03142B 6.02 P03142C 6.02 P03142Do'001 DAHO i WASHINGTON (ASTM C-39) Total Fracture Load Type (lbs)_____ Conical Conical Conical Cylinder Curing ( Field Cure days: at Temp. Range, Lab Cured from- Date Received, Date Tested 06/03/03 06/24/03 06/24/03 HOLD Reviewed 80 0716 2:53 PM 6 NR ASTM C-31) 1 °F: 40-90 Age Tested (days) 7 LJT�AH * NEVADA 051281a3 Comp. Strength (psi) 2700 3500 3590 N �► 1 R a GEOTE 'H-NICA ENC-11NE ERI C & MATERIALS TEST -;NC') 4460 Kir,t�s ��Va�� �3, Q�IVOOV�kl i��f10 b3'�C 208 237-3400 !Fax 208 237-3449 CONCRETE CYLINDER TEST REPORT �epp�C Cp� Project. Contractor., Structure: Locd-t iri: Reported by.- Mix y:Mix No.: Sacks/CY- Cem ent.- Admixtures: SPECIFICATIONS Slump, inches: Air Content. W. Slump, inches: Air Content, W Unit Weight, pcf: Canc. Temp,. °F. Air Temp, OF: PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG. IDAHO 83440 STUDENT HEALTH CENTER DOUBLE E. CONSTRUCTION, INC BASEMENT FLOOR TL 513 NR NR NR MATERIALS AND MIX DATA Concrete Suppfler'. Method of Mixing.: Aggregate Source- Water Source.- Date: 05/28/03 File No.: BYUIDA Project Na P02098C Invoice No.,- WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI FIELD TEST DATA 4.00 (ASTM C-143) 1.9 (ASTM C-231) NR (ASTM C-138) NR (ASTM C-1 064) 90 P03143 Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast- 05/28/03 Time.- 10: 15 HN Bw TLM 7'Day- 28 Day: 4000 Truck No.: Ticket No.: Time Batched- No. CY represented.- Water epresented:Water Added, gal.: Cylinder Curing ( Field Cure Days- at Temp. Range, Lai Lurid from-, Date Received-, '0 91 0753 8:45 AM 9 NR ASTM C-31) 1 °F: 40-90 05/29/03 Com P. Strength (Psi) ReviVMIW- O LABORATORY TEST DATA (ASTM C-39) Sample Na.: P03143 Cylinder Cylinder X -Sec Total Fracture Date Age ID Diameter Area Load Type Tested Tested -- (inches) Esq in) (lbs) (days} P03143A 6.02 2$.46 121340 Conical 06104103 7 P03143B 6.D2 28.46 143240 Conical 06125/Q3 2$ P03143C 6.02 28.46 149960 Conical 06!25103 28 P03143D 0.00 HOLD 28 05/29/03 Com P. Strength (Psi) ReviVMIW- O i n. Wa 4 . h! ibbuck, Idaho � 0 20 r � _ 400 Fax 2 0 '237-3449 CONCRETE CYLINDER TEST REPORT Prit: ContractLor, Stiv�+ucture: Location- Reported by-, Mix No.- Sacks/CY: Cement: Admixtures: SPECIFICATIONS Slump, inches.- Air Content, %-, Slump, inches: Air Content, %., Unit Weight, pct: Canc. Temp. 'F. - Air F:Air Temp, °F: BYU IDAHO PHYSICAL PLANT BUILDING CIO BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH CENTER DOUBLE E. CONSTRUCTION, INC BASEMENT FLOOR BASEMENT FLOQ-[_�0 MATERIALS AND MIX DATA TLM Concrete Supplier.- 513 - Method of Mixing. NR Aggregate Source: NR Water Source-. NR 5" MAX 5+/-1.5 5.00 3.6 NR NR Report No-'- Date: o.:Date: File No. - 05/28/03 BYUIDA Project No. P02098C Invoice No.- .WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI 7 Day: 28 Day 4000 FIELD TEST DATA ASTM C-143) Truck No.: ASTM C-231) Ticket No.: ASTM C-138) Time Batched: ASTM C-1 064) No. CY represented: Water Added, gal..-. Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast: 05/28/03 Time.- 8:45 AM �_w Bv-. TLM S2Mple No.. Cylinder Curing ( Field Cure Days: at Temp. Range, Lac) uured r'rarn. Date Received.- LABORATORY TEST DATA TM C-39} NR ASTM C-31) 1 °F: 40-90 Cylinder Cylinder X -Sec Total Fracture Date Age ID Diameter Area Load Type Tested Tested (inches) (sq in) (Ibs) (days) P03144A 6.02 28.46 102360 Conical 06/04/03 7 P03144B 6.02 28.46 135020 Conical 06/25/03 28 P03144C 6.02 28.46 137540 Conical 06/25/03 28 P03144D 0.00 HOLD 28 Reviewed By: 05/29/03 comp. Strength (PSI) 3500 4740 D . !0 * WASHINGTON a OREGON - WYOMING * MONTANA 0 L)T H -P NEVADA i s GEOTECHNICAL ENGINEERING & iMATE.-IIALS TESTING 4460 Kings Way 43., Chu bbuc, Idaho 83202 e_U L'V o;`1 , Fax 208 237-3449 CONCRETE CYLINDER C00q to: ProjecL. Contractor.- Structure: Location -- Reported by- Mix No.: SacksJCY- Cement.- Ad m ixtures.- SPECIFICATIONS Slump I inches: Air } %., Slump, inches.- Air Content, %: Unit Weight, Pcf- Conc. Temp. OF - Air Temp, OF: BYU IDAHO PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG7 IDAHO 83440 STUDENT HEALTH CENTER mmmmwft� DOUBLE E. CONSTRUCTION, INC FOOTING 30'SOUTH OF GRIDLINE A Cad 6 400 NR NR NR 570 MAX 5+/-1.5 3.75 3.8 NR 80 90 MATERIALS AND MIX DATA Concrete Supplier: Method of Nixing: Aggregate Source,.- Water Source: Report No.: Date: 05/29/03 File No.' BYUIDA Project No.: P 02098C Invoice No.: WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI 7 Day: 28 Day,- 3000 mw*� FIELD TEST DATA ASTM C-143) Truck No.: ASTM C-231) Ticket No.: ASTM G1 38) Time Batched: ASTM C-1064) No. CY represented: Water Added, gal..- Concrete Sampled (ASTM C- 172), Tested & Cylinders Cast (ASTM C-31) Date Cast: 05/29/03 Time: 3:00 PM Sample No.: Cylinder ID P03149A P03149B P03149C P03149D Cylinder Curing ( Field Cure Days: at Temp. Range, Lab Cared ;ram: ' o Date Received- LABORATORY TEST DATA P03149 Cylinder Diameter (inches) 6.02 6.02 6.02 X -Sec Area (sq in 28.46 28.46 28.46 0.00 Total Load (Ibq_._ 102460 135160 145720 F ractu re Type Conical Conical Conical, Felovi 0872 1:50 PM 10-25 NR ASTM C-31) 1 °F: 40-90 05/30/03 Date Age Comp. Tested Tested Strength (days) (psi) 06/05/03 7 3600 06/26/03 28 4750 06/26!03 28 5120 HOLD 28 p a k Reviewed By: -1`r7 IDAHO w WASHINGTON a OREGON 0 WYOMING a MONTANA m UTAH -a NEVADA KU Vow" s � � a � a GEOTECHNiCAL ENGINEERING 8 MATERIALS TESTING 4460 I{fPg$ Way r3, Chubbuc3c, Idaho 83202 SOS 237-3400 1 Fax 2a8 237-3449 CONCRETE CYLINDER TEST REPORT Report to*, BYU IDAHO PHYSICAL PLANT BUILDING C/O BYU iaAH0 REXBURG, IDAHO 8-3440 Project: Contr2ctor: Structure* Locat-iOm Reported by: Mix No..: Sacks/CY- Cement: Admixtures-- q STUDENT HF-ALTH CENTER DOUBLE E. CONSTRUCTION INC FOUNDATION WALL GRID A Cc� 3 MATERIALS AND MIX DATA SPECIFICATIONS --- Slump, Inches: Air Content, %d. Slump, inches- Air Content, %: Unit Weight, pcf: Conc. Temp. OF,- Air F:Air Temp, °F: 5" MAX 5+1-1.5 Concrete Supplier: Method of Mixing: Aggregate Source: Water Source: Repo0.-1 Date.- O5/30/03 File No.: E3YUIDA Project No.. P02098C Invoice No..- .WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI 7 Day: 28 Day: 4000 FIELD TEST DATA 'ASTM C-143) Truck No. : ASTM C-231) Ticket No.- ASTM C-138) Time Batched: ASTM C-1064) No. CY represented: Water Added, gal.: Concrete Sampled (ASTM C-1 72), Tested & Cylinders Cast (ASTM C-31) Date Cast: 05/30/03 Time-- 4:00 PM BY: TB Sample No.: Cylinder ID ru;s I bUA P031508 P03150C P03150D P031 50 Cylinder Diameter (inches) 6.02 6.02 6.02 Cylinder Curing { Field Cure Days-- at Temp. Range, Lab Cured from: Date Received: LAB106m-ORATORY TEST DATA X -Sec Area, (sq in 28.46 28.46 28.46 � 11 Total Load Ibs) 121720 163120 164790 Fracture Type Conical Conical Conical 8 ___ 0 0969 3:12 PM 8.5 im ASTM C-3 1) 1 °F: 40-90 05/31/03 Date Age Comp. Tested Tested Strength (days) (psi) 06/06/03 7 4280 06/27!03 28 5730 06/27/03 28 5790 HOLD 23 0 Reviewed By: 'DArHo WASHINGTON OREGON WYOMING 0 MONTANA UTA NEVADA r GEOTECHNICAL ENGINEERING 8 MATERIALS TEgTiN(', 4460 Kings Way ;Q. Chubbuck. Idaho 83202 208 231-3400 1 Fax 208 237-3449 CONCRETE CYLINDER TEST REPORT Project.- Contractor: Structure: Locat.ion.' Reported by-, Mix Na.: Sa+ckslCY: Cement.- Admixtures: E3YU IDAHO PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH CENTER DOUBLE E. CONSTRUCTION, INC FOOTING LINES H (PI -5 & 1 Ca)_ F -H TB 851 NR NR NR SPECIFICATIONS Slump, inches: 511 MAX Air Content. %: 5+/-1.5 Slump, inches: Air ContentI °I�: Unit Weight, pcf: Conc. Temp. °F: Air Temp, °F: 3.00 4.6 NR 72 78 MATERIALS AND MIX DATA Concrete Supplier-, Method of Mixing: Aggregate Source-, Water Source: Report No..,- D2te: 06/02/03 File No.' BYUIDA- Project Na P02098C Invoice No.: WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI 7 Day: 28 Day: 3000 FIELD TEST DATA ASTM C-143) Truck No,- ASTM C-231) Ticket No.: ASTM C-138) Time Batched- ASTM C-1064) No. CY represented: Water Added, al,-, Concrete Sampled (ASTM C-172)-, Tested & Cylinders Cast (ASTM C-31) Date Cast: 06/02/03 Time: 4:15 PM E3v: TB Cylinder Curlng � Field Cure days: at Temp. Range, Lai Cured from- .Date Received: LABORATORY TEST DATA 1045 3:25 PM 11 iJ R ASTM C-31) 1 °F: 60-80 06/03/03 Sample No.: P03157 (ASTM -39) Cylinder Cylinder X -Sec Total Fracture Date AMC, Comp. I D Diameter Area Load Type Tested Tested Strength (inches) (s q in) (Ibs)r%N(da (Psi) P03157A 6.02 28.46 115100 Conical 0-6/09103 7 4040 P03157B 6.02 28,46 144560 Conical 06/30/03 28 5080 P03157C 6.02 28.46 141820 Conical 06/30/03 28 4980 P03157D 0.00 HOLD Zg p Reviewed By: IDAHO 0 WASHINGTON e OREGON * WYOMING, MONTANA * LJTAH a NEVADA i GEOF�;:I-lNICAL ENGINEERING &MATERIALS TESTING 41460 Kings Way #3, Chub6uck. Idaho 83202 208 237-3400 Fax 208 237-3449 CONCRETE CYLINDER, TEST REPORT Report to: BYU IDAHO Project- Contractor, Structure. Location_ Reported by: Mix Nc.- Sacks/'CY: Cement: Admixtures: SPECIFICATIONS Slump, inches: Air Content, Q/a:5 Slump, inches.- Air nches:Air Content, Unit Weight, pcf: Conc. Temp. OF: Air Temp, °F: PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG, IDAHO 834-40 STUDENT HEALTH CENTER DOUBLE E. CONSTRUCTION, INC FOOTING LINES H Ca-)- 5-8 TB 400 NR NR N R 5" MAX +� .5 MATERIALS AND MIX DATA Concrete Supplier- Method at Mixing.- Ag,gregate Source: Wader Source. Report No.: Date.: 06/03/03 File No.: BYUJDA Project No., P02098C InvoiceNo.. WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI 7 Day.: 28 Day: 3000 FIELD TEST DATA ASTM C-1 43) Truck No.: ASTM C-231) Ticket No.: ASTM C-138) Time Batched-, ASTM C- 1064) No. CY represented: Water Added, gal.: Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast: 06/03/03 Time: 4:00 PM BV: T-13 Cylinder Curi.ng � Meld Cure Days: at Temp. Range, Lab Cured from: Date Received: LABORATORY TEST DATA 82 1131 3:11 PM 9.25 ASTM C-31) 1 °F: 60-80 06/03/03 Sample No.: P03161 ASTM C -3 9) Cylinder Cylinder X -Sec Total Fracture Date Age C 0 P. I a Diameter Area Load Type Tested Tested Strength {inches} (,sq in) (lis) (days)(Psi) P�3'� � 1A 6. Cit 28.4E 64200-- Conical t1�1� OJ(}3 7 P03161 B 6.Q2 �8.�4� 9560 Conical 07/0 1 /03 28 3360 __2260--_ P03161C 6.02 28.46 100460 Conical 07101/0328 P03161 D0.00353D HOL 28 p Reviewed By.- JDAHO WASHINGTONOREGON VIYOMING MONTANA e GEOTECHN?CAL ENCz1NEERlNG 8 MATERIALS iE57lrvi; 4460 Kings Way 43. ChubbUck. Idaho 83202 208 237-3400 j Flax 208 237-3449 CONCRETE CYLINDER TEST REPORT Report to., Project: Contractor: Structure- LocatiOn. Reported by.- Mix No.: Sacks/CY: Cement- Admixtures: SPECIFICATIONS Slump, inches.- Air nches:Air Content, W. Slump, inches.- Air Content, %- Unit Weight, Pcf: Cont. Temp. OF. - Air F:Air Temp, °F: BYU IDAHO PHYSICAL PLANT BUILDING I W1 C/O BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH CENTER KELLER FOUNDATION WALL GRID 5-6 SOUTH OF LINE A MATERIALS AND MIX DATA TB 512 NR TYPE I & 11 AEA, WRA 5" MAX 5+/-1.5 Concrete Supplier'.. Method of Mixing- Aggregate Source: Water Source.- Report No..- Date: Vo.:Date: 06/04/03 File No.: BYUIDA Project No.- P02098C Invoice No.: WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI FIELD TEST DATA 7,Day-d 28 Day: 4000 mm&� 4.50 (ASTM C-143) Truck No.: 6.2 (ASTM C-231) Ticket No.: NR (ASTM C-1 38) Time Batched- 76 (ASTM C-7 064) No. CY represented: 76 Water Added, gal.: Concrete Sampled (ASTM C-1 72), Tested & Cylinders Cast (ASTM C-31) Date Cast.- 06/04/03 Time: 4:00 PM Bv- TB Sample No.- Cylinder ID P03 1 fi4A P03164B P03164C P03164D P03164 Cylinder Diameter {inches} FO 0.00 . 7 3:10 PM 8.5 NR Cylinder Curing (ASTM C-31) Field Cure Days: 1 at Temp. Range, OF 60-80 Lab Cured from: Date Received: 11[*J-7zzV:&3 9 A i -39) Total Fracture Load Type Obs} 100500 132260 134500 Conics! Conical Conical Date Tested 06/11/03 07/02/03 07/02/03 HOLD Reviewed IDAHO - WASHINGTON -0 OREGON . "VyDrvi I �jr Tested (days) 06/05/03 Comp. Strength (PSS) 3530 4650 4730 0 9 MONTANA & UTAH - NEVADA Kai GIE'OT I I° i L1� 1 N Cx Fy1 t-% T rJ I A L, i` t 1 43. Dubbuck. 1daho P-3202 Way sir 208 237-3400 Fax 208 237-3449 CONCRETE IE TEST Report to: BYU IDAHO Project: Contr2ctor- Structure: Location: Reported by: Mix No.: Sacks/CY: Cement: Admixtures - 0 SPECIFICATIONS Slump, inches- Air inches.- Air Content, Unit VVeight, pcf- Conc, Temp. °F: Air Temp, °F: PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH CENTER KELLER FOUNDATION WALL GRID 5-8 SOUTH OF LINE A TB 512 N R TYPE I & 11 AEA. WRA 5" MAX 5+/-1.5 MATERIALS AND MI X DATA Concrete Supplier: Method of Mixing: Aggregate Source: Water Source-, Report No. : Date: 06/05/03 File No..- BYUIDA Project No.,,- P02098C Invoice No.' VVALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI FIELD TEST DATA 7 Day: 28 Day: 4000 2.75 (ASTM C-143) Truck No.. 4.6 (ASTM C-231) Ticket No.: NR (ASTM C-138) Time Batched: 80 (ASTM C-1 064) No. CY represented: 75 Water Added, gal,.. Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast: 06/05/03 Time: 4:05 PM BV: T8 Sample Na.: Cylinder I I'U3165A P03165B P03165C P03165D P03165 Cylinder Diameter (inches), 6.02 Cylinder Curing i Field Curs Days: at Temp. Range, Lai Cured frorn: Date Received- LABORATORY TEST DATA -39) AX 0:00 2:58 PM 6.25 NR ASTM C-31) 1 'F: 60-80 06/D6/03 X -Sec Total Fracture Date Age Comp. Area Load Type Tested Tested Strength (SQ i �) (lbs) (days) (PSS) 28.46 95700- Conical 06/12/03 7 3360 0.00 Conical 07/03/03 28 p 0.00 Conical 07/03/03 28 0 0.00 HOLD Zg p Rev�g iewecP, 'FARO WASHINGTON OREGON VVYOMING 6 UTAH a NE AU i GEOTECHNICAL ENGINFEERING & MATERIALS TESTING 4450 Kings `,'Jav #3. Chubbuck, Idaho 83202 208 23-7-0-100 1 Fax 208 231-344 CONCRETE CYLINDER TEST REPORT Report to.- BYU IDAHO PHYSICAL PLANT BUILDING CIO BYU IDAHO REXBURG, IDAHO 83440 Project- STUDENT HEALTH CENTER Contractor. KELLER Structure: WALL Location: GRIDLINE H 6�D_ 7 Repor-ted by- Mix No..- Sacks/CY: Cement: Adm ixtures: SPECIFICATIONS Slump,inches: Air Content, %-, Slump, inches: Air Content, Unit Weight 1. PCT: Conc. Temp. OF.- Air F:Air Temp, aF: 1�d 512 NR TYPE I & 11 AEA, WRA 5" MAX 5+/-1.5 MATERIALS AND MIX DATA Concrete Supplier* Method of Mixing-, Aggregate Source'. Water Source- Report No,- Date: File No. ; BYUIDA Project No.: P02098C Invoice No.- WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI FIELD TEST DATA 7 Day- 28 Day: 4000 6. 0 0 (ASTM C-143) Truck No.: 6.4 (ASTM C-231) Ticket No.: NR (ASTM C-1 38) Time Batched: 74___ (ASTM C-.064) No. CY represented: 82 Water Added, gal.: Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast 06/11/03 Time: 3A-00 Pm. 8v,. 1W B Sample No..- P03176 (ASTM C-39) Cylinder Curing � Field Cure Daws: at Temp. Range, Lai Cured from: D2teReceived: 62 0:00 2:27 PM 10 NR ASTM C-31} 1 _ _ -0- ° F: 60-80 Cylinder Cylinder X-SecTotal Fracture Date AIZ7g ID Diameter Area Load Type Tested Tested (inches) (sq in) (Ibs) (days) P03176A 6.02 28.46 1p0280 Conical 06!18/03 7 P03176B 0.00 Conical 07/09/03 28 P03176C 0.00 Conical, 07/0-3103 22 P03176p 0.00 HOLD 28 IDAHO * VIASHINGTCN Reviewed By. 06/12/03 Comp. Strength (psi) 3520 0 0 0 y -} •� ... � ate.-t��•�• OREGON 0 WYOMING % MONTANA - UTAH - NEVADA AK 4460 dings Way -.43, h u bu , Idaho 83 202 208 237-3400 / Fax 208 237-3449 Report to: P roj ecto. Contractor: . Structure: Location.- Reported by: Mix No.: Sacks/CY: Cement: Admixtuir-es: CONCRETE CYLINDER. TEST REPORT BYU IDAHO PHYSICAL PLANT BUILDING Ci0 BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH CENTER KELLER _ _ V11ALL GRIDLINE H na 3 SPECIFICATIONS Slump, 'inches.- Air Content, %: Slump, inches: Air Content, ]nit Weight, pcf- Conc. Temp. OF.- Air F.Air Temp, °F: TB 512 N R TYPE I & 11 AEA, WRA 5" MAX 5+/-1.5 5.50 6.2 NR 74 81 MATERIALS AND MIX DATA. Concrete Supplier_ Method of Mixing.- Aggregate Source: Wader Source- Report N0.,. Date: 06/11/03 Fine No,.- BYUIDA Project No.: PL 02098C I nvaice Na.: WALTEZRS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI FIELD TEST DATA ASTM C-143) ASTM C-231) ASTM C- 13 8) ASTM C-1 064) Concrete Sampled (ASTM C-172), Tested 8 Cylinders Cast (ASTM C-31) Date Cast: 06/11/03 Time: 3:45 PM Bv- io Sample No.- Cylinder io P03177 Cylinder Diameter (inches) P03177A 6.02 IT P031778 P03177C P03177D 7 Day- 28 Day-, 4000 Truck No.: Ticked No..- Time B2tched- No. CY represented: Water Added, gal.-. Cylinder Curing ( Field Cure Days: at Temp. Range, Loa Cured from: `ate Received: LABORATORY TEST DATA X -Sec Area (sq in) 28.46 0.00 0.00 0.00 Total Fracture Lead Type �[bs} IDAHID a, WASHINGTON * RE ON Cynical Con.ical Conical Dade Tested 06/18/03 07/09/03 07/03/03 HOLD 61 0: 00 2:46 PM 10 0 ASTM C-31) 1 °F: 60-80 Age Tested (days) 7 I Camp. Strength (P S 3380 a {�OL 4 Reviewed B - IV WYOMING * MONTANA a UTAH * NEVADA t VK GEOTECHNICAL ENGINEEHING & MATERIALS TESTING 4460 Kings Way #13, hubbuc , Idaho 83202 208 2373400 ; Fax 208 2373449 CONCRETE CYLINDER TEST REPORT Report to-, BYU IDAHO Project: Contractor: Structure: Location: Reported by", Mix N o..: Sacks/CY: Cement: Admixtures: SPECIFICATIONS Slump, inches: Aid' Content, %: Slump, inches_ Air Content, %.. Unit Weight, pcf: Conc. Temp. °F: Air Temp, ° F: PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH CENTER KELLER FOOTINGS GRIDLINE G.5 a 7 WALTERS 400 NR TYPE I & 11 AEA. W RA 5" MAX 3.5-6.5 MATERIALS AND MIX DATA Concrete Supplier.- Method of Mixing: Aggregate Source'. Water Source: Report No. Date: 06/20/03 File No..- BYUl-DA Project No. P02098C Invoice No..- ,WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH, PSI FIELD TEST DATA 7 Day: 28 Day' 3000 425 (ASTM C-143) Truck No.: 5.5 (ASTM C-231) Ticket No.: NR (ASTM C-1 38) Time Batched: 72 (ASTM C-1064) No. CY represented: 75 Water Added, gal.: Concrete Sampled (ASTM C-172), Tested & Cylinders Cast (ASTM C-31) Date Cast: 06/20/03 Time.- 2:20 PM Bv: TB Sample No.: Cylinder 10 P03200 Cylinder Diameter (inches) P03200A 6.62 P03200B P03200C P03200D X -Sec Area (sq in.) Total Load I( bs) 85480 Fracture Type Conical Conical Conical Cylinder Curing { Field lure Days: at Temp. range, Lab Cured from: Date Received: date Tested 80 0:00 1:50 PM 9.75 006-00� ASTM C-31) 2 °F: 60-80 Age Tested (days) 06/23/03 Com P. Strength (Dsi) 06/27/03 7 3000 07/18/03 28 0 07/18/03 28 p HOLD 28 D L 9 Reviewed = _. IDAHO HI T N * OREGON a WYOMING -a MONTANA -* UTAH # NEVADA 450 KJgi ��r d-�` -1,3. hubbvk. Idaho U 208 -'21"'37-3400 / Pax 08 237-3449 CONCRETE CYLINDER TEST REPORT Report to; -- P roj e ct'. Contractor: Structure: Locatiom Reported by-- Mix Na.: Sacks/CY-. Cement- Admixtures, SP?L"`C1 F I CATIONS Slump, inches: fir Content, W. Slum-c,F inches-. Air Content, %. Unit Weight, pcfm Canc. Temp. 'F, Air Temp, °F: BYU IDAHO PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG3 IDAHO 83440 STUDENT HEALTH CENTER KELLER FLOOR SLAB G.RIDLINE G @ 7.5 WALTERS 513 NR TYPE I & 11 AEA, WRA 5'i MAX 0-3 5.25 1.9 NR 70 60 MATERIALS AND MIX DATA Concrete Supplier: Method of Mixing- Aggregate Source: Water Source- Report Na Date: 07/11/03 File No.: BYUIDA Project No.- P02098C Invoice No.: WALTERS READY MIX TRANSIT STOCKPILE TRUCK REQUIRED STRENGTH. PSI 7 Day- 23 Day: FIELD TEST DATA ASTM C-143) Truck No.: ASTM C-231) Ticket No.: ASTM C-138) Time Batched.- ASTM C-1064) No. CY represented: Water Added, gal.: Concrete Sampled (ASTM C-1 72)., Tested 8 Cylinders Cast (ASTM C-31) Date Cast'. 07/11/03 r�,.,,�: � 30 AM: By: TB Cylinder ID P03224A P03224B P03224C P03224D f'03224 Cylinder Diameter Cylinder Curing { Field Cure Days: at Temp. Range, Lab Lured from: Dade Received: LABORATORY TEST DATA (ASTM C-39) 66 0.00 4:40 AM 10 ASTM C-31) 2 °F: 60-80 07/14!03 X -Sec Total Fracture Date Age Comp. Area Loyd Type Tested Tested Strength (sq tri) (lbs) (days) (PSI) 28.46 120340 Conical 07/18/03 7 4230 28.46 157120 Conical 08108103 28 5520 28.46 1596F0 Conical 081081D3 28 5610 x.00 HELD 28 0 Reviewed By: IDAHO � AS. -W -I T N OREGON WYOMING v MOVANA d i 9 6E- TECH 11AL. ENGINEERING MATERIALS TESTING 208- �-' �- CONCRETE CYLINDER TEST REPORT Project- Contractors Structure- Locafion, Reported by: Mix No. + Sacks/CY- Cem ent- Admixtures: SPECIFICATIONS Slump, inches: Air Content, %-. Slump, inches: Air Content, %; Unit Weight, pcf- Conc. Temp. °F: Air Temp, 7; E3YU IDAHO PHYSICAL PLANT BUILDING C/O BYU IDAHO REXBURG, IDAHO 83440 STUDENT HEALTH CENTER KELLER FLOOR SLAB GRIDLINE G @5 MKf ERIALS AND MIX DATA WALTERS 513 N R TYPE I & II 5" MAX 0-3 Concrete Supplier: Method of Mining: Aggregate Source. Water Source- Report No Date: 07/11/02 File No-- BYUIDA Project No.' P02098C Invoice No.- VVALTERS READY MIX TRANS -IT STOCKPILE TRUCK REQUIRED STRENGTH, SSI FIELD TEST DATA 7 Day- 28 Day: 4000 5.5u^ (ASTM C-143) Truck No.: 22 (ASTM C-231) Ticket No.: N R (ASTM C-138) Time Batched- 70 (ASTM C-1 064) No. CY represented: 62 WaterAdded, gal.., Concrete Sampled (ASTM C-172)., Tested & Cylinders Cast (ASTM C-31) Date Cast- 0-17/11103 Time: 6 : 30 P.t^ Bv TB Sample No.: Cylinder ID P03225 Cylinder Diameter finches} P03225A 6.02 P032258 6.02 P0322 5C 6.02 P03225D IDAHO Cylinder Curing t Field Cure Days. at Temp. Range; Lab lured from- Date Received, LABORATORY TEST DATA X -Sec Area Esq in) - WASHINGTON Tota! Load (Ibs) 124300 159784 155160 Fracture Type Conical Conical Con'IC21 Date Tested 57 0:00 5:33 AM 10 ASTM C-31) 2 °F EO -80 07/14/03 comp. Strength (psi) 07/18/03 7 4370 08i0$r03 za 56-10 08/08/03 28 5450 HELD 28 0 F -jewel By: OREGON WYOMING - MONTANA 6 UTAH * NEVADA