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ST0202-SP030723CLIENT: TISEO PAVING July 23, 2003 PROJECT: BETHEL SCHOOL RD. - COPPELL MIX SPECIFICATIONS: MIX DESIGN NO. 732 APPLICATION: REQUIRED STRENGTH PLACEMENT SLUMP W/C RATIO AIR CONTENT MAXIMUM TEMPERATURE MACHINE PLACED PAVING 4000PS1 ~ 28 DAYS 2 INCH +/- 1 0.48 LB/LB 5+/- 1% 95 DEGREES F MATERIALS ASTM STANDARDS WEIGHTS(SSD) VOLUME CEMENT ASTM C150 TYPE FII 564 2.87 ~YASH ASTM C618 CLASS F COARSE AGG. COARSE AGG. ASTM C33 SIZE NO. 57 ASTM C33 SIZE NO. 1850 11.10 LIGHT WEIGHT ASTM C330 FINE AGG. ASTM C33 FINE AGG. ASTM C33 1206 735 ADMIXTURE ASTM C494 TYPE AorD 3-6oz/cwt ADMIXTURE ASTM C494 TYPE F 00.0 ADMIXTURE ASTM C260 .2 - 4 oz/cwt WATER 270 1.35 27.00 ASTM C94 STANDARD SPECIFICATIONS FOR READY-MIXED CONCRETE STATES AS FOLLOWS: ~ THE CONCRETE STRENGTH IS USED AS A BASIS FOR ACCEPTANCE, THE MANUFACTURER SHALL BE ENTITLED TO COPIES OF TEST REPORTS... THE 1NDMDUAL WHO SAMPLES AND TESTS CONCRETE MUST BE CERTIFIED ACI LEVEL I." ADDITIONAL WATER ADDED IN EXCESS OF SPECIFIED SLUMP IS AT CUSTOMERS RISK.* c, Y L TWCESOIRE OR REDI-MIX, LP ACI 214 - STATISTICAl. EVALUATION MIX - 732 Air Sample Slump Cont Date in % 1 S-Jan-03 3 4.6 t6~Jan-O3 S 4 17-Jan-03 4.76 4.2 25.Jan,,03 3.5 4 25-Jln-03 4.25 PFeb-03 4.5 6 3-Feb-03 4.5 6 S-Feb-03 4 S-Feb-63 4 7-Feb-03 3.5 5.2 ¶0-Feb-53 4.5 4.5 12-Feb-53 4.25 4.3 17-Feb-53 4.25 17-Feb-53 3.75 S tS-Feb-03 4 4.9 25-Feb-53 4.5 3.6 44~ar~3 4.5 4.2 5J4ar-O3 3.75 6J,~r-~3 4.5 7-Mar-03 4.25 4.5 7-~ar-53 4.5 6.8 7-M~r-~3 4 4.8 7-Mar-53 3.5 3.8 74~ar-53 4.25 4.1 74~1r-03 3.5 4 7-1¥ler-03 4.5 25-Uay-53 4.$ 23-May-03 3.25 4.2 3-Jun-03 4 4.2 8-Jun-03 3.5 3.8 AVG 4.09 4.6 Moving Avg: 3 Con 7 Day 28 Day 28 day Temp Comp Comp Comp Std deg F Psi ~xd psi Dev CV 69 5O4O 638O 62 4410 5450 5803 63 4580 ~205 5793 55 4280 5540 5813 55 4245 5250 5497 55 3185 4420 5870 57 4370 5845 5203 535 10% 51 :3515 4545 53~8 KO t1% 59 3865 4875 5220 550 1t% 59 3890 4860 4860 546 11% 4375 5845 5153 540 10% 60 3825 5465 5390 517 10% 58 4220 5205 5505 500 9% 53 4810 5815 5425 458 61 3900 4885 5313 456 61 4250 5195 5202 445 60 4080 St05 5092 435 9°/,, 62 4820 5858 5412 438 8/,, 52 4100 4725 S255 449 63 386O 4840 5145 451 62 4110 5105 4890 443 7O 429O 527O 5072 434 73 4705 5940 5438 443 88 3980 4860 5357 444 86 4350 5240 5347 43~ 53 42'12 5356 I GARY L. HERRON TECHNICAL SERVICES DIRECTOR CLIENT: TISEO PAVENG July 23, 2003 PROJECT: BETHEL SCHOOL RD. - COPPELL MIX SPECIFICATIONS: MIX DESIGN NO. 736 APPLICATION: REQUIRED STRENGTH PLACEMENT SLUMP W/C RATIO AIR CONTENT MAXIMUM TEMPERATURE HAND PLACED PAVING 4000 PS! ~ 28 DAYS 4 INCH +/- 1 0.46 LB/LB ~;+/- 1% 100 DEGREES F MATERIALS ASTM STANDARDS W GHTS(SSD) VOLUME CEMENT ASTM C150 TYPE I/II 611 3.11 FLYASH ASTM C618 CLASS F 000 0.00 COARSE AGG. ASTM C33 SIZE NO. 57 1850 11.10 COARSE AGG. ASTM C33 SIZE NO. LIGHT WEIGHT ASTM C330 000 FINE AGG. ASTM C33 1171 FINE AGG. ASTM C33 7.16 ADMIXTURE ASTM C494 TYPE A or D 3 - 6 oz/cwt ADMIXTURE ASTM C494 TYPE F 00.0 ADMIXTURE ASTM C260 .25- 4 oz/cwt WATER 280 4.33 27.20 ASTM C94 STANDARD SPECIFICATIONS FOR READY-MIXED CONCRETE STATES AS FOLLOWS: "WHEN THE CONCRETE STRENGTH IS USED AS A BASIS FOR ACCEPTANCE, THE MANUFACTURER SHALL BE ENTITiaED TO COPIES OF TEST REPORTS... THE INDIVIDUAL WHO SAMPLES AND TESTS CONCRETE MUST BE CERTIFIED ACI LEVEL L" ADDITIONAL WATER ADDED IN EXCESS OF SPECIFIED SLUMP IS AT CUSTOMERS RISK! Sample Slump Date in 4-Feb-03 5.5 5.5 5.5 5 6-Feb.03 6 5.5 5 10-Feb-03 4.75 5 12-Feb-03 5 5.5 5 15-Feb-03 5.5 4.5 18-Feb4)3 4.5 5 20-Feb-03 5 4.75 3-Mar4)3 5 4 5.5 AVG 5.05 REDI-MIX, LP ACl 214 - STATISTICAL EVALUATION MIX - 736 Moving Avg: 3 Air Con 7 Day 28 Day 28 day Cont Temp Comp Comp Comp Std % deg F ~1 ~si p~i Der CV 5.7 52 5000 6435 5.5 51 4500 6215 5.5 51 4800 6785 6478 5.2 51 5290 6630 6543 4.7 62 5t 10 5905 6440 5 60 4740 6045 6193 5.1 61 4680 5505 5818 4.6 58 5630 6875 6142 4.9 58 5700 7330 6570 4.7 60 5310 6800 7002 541 8% 5 62 5460 6750 6960 521 7% 4.8 64 5130 6870 6807 689 7% 5.1 62 4490 6720 6780 491 7% 4.5 65 4750 5930 6507 498 8% 4.9 66 4640 6690 6447 403 7% 5.2 66 5320 6525 6382 466 7% 5.5 63 4310 5785 6333 484 7% 61 4050 6820 6377 477 7% 5.1 64 4880 5680 6095 499 8% 4.7 66 4110 5100 5067 570 10% 5.1 66 4110 5540 5440 584 11% 5320 584 11% 5540 584 11% #OlV/OI 584 #OIVIOI #DIV/OI 684 #OIV/01 #DlVl01 584 #OIV/01 #DlVl01 584 #OlVl01 #DIV/OI 584 #DIV/OI #DIVI01 584 ~OlV/OI #DIVlOI 584 #DIVI01 5.0 50 4881 6330 GARY L HERRON TECHNICAL SERVICES DIRECTOR I PreSort: Southern Sar Concre~ Inc. 8~05 Fre~ lu~t~t~uy N.~ SItJ~e 200 l~ T~ ~ U~ Phone: (~) 621~5 Fax: (9~) 621~280 ~ ~1 2~ S~Ma ~ ~ Tern 75212 ~ho~: (21~)651~020 Fsi: (214) 651-181~ FO~ ~ D~IGN FOR ~ ~ ~ CONC~TE Tlseo Paving Betkd School Road 7725 ~cA~e Pavin~ Date: I July 29, 2003 Mix l~s~gn #: WICm RstJo 0bdb): WlCm Ratio (gtl;sk): 4000 psi Sack Cente~t: 2 "+/- 1" FlyA~hCoatent: 0% 5% +/- 1.5% 0.41 4.64 95 °F 6.00 Southern Star Concrete guarantece this mix dceign will achieve the specified c~nprmsive strength when tested and evaluated in accerdance with ASTM C 172, C 31, C 39, C 94 and ACI 318, ond when the recommended procedures for placement and curing in ACI 304, 305 1 306 are fallowed. When used for acceptance testing, str~ specimens must be cured in stric~ aceordance with Section 9 of ASTM C 31. Materbb ~4~TM S~udsrde Cement ASTM C 1~0 TyI~ I/II We Ya 564 )~ 0 Ib~ Conrse Aggregate ASTAf C 33 Grade fl7 1' 0 1840 Fine Aggregate ASTM C 33 Sand 1318 0 0 lbs. Admixture ASTM C 494 Type A or D · ir Entroinln~ Agent ASTM C 260 AEA (HRWR) 16.9 ~ wa 0 o~ 0 oz 4 oz Air Water ASTM C 94 232 Ib~ In accordance with A Cl $18, please forward copies of all concrete trot reports to the Quality Control Department at the performanceandprovidedataforfumreprojecta Thankym~ Tim Kaiser Quality Assurance Manager Southern Star Concrete MIx No.: 7725 Strength: 4000 Agg. Size: 1" Contractor: Various Job: Various Lab: Vartous Cement: Fry Ash: Coarse Aggregate: Ftne A~gregate: Admixture: AEA: Water: Date Temp. 0612112001 95 0612512001 94 0612912001 87 0612912001 89 04/29/2002 85 04/29/2002 87 04/29/2002 87 04/29/2002 96 05/02/2002 88 05/02/2002 85 05/02/2002 85 05/02/2002 83 564 lb. tb. 1840 tb. 1321 lb. 16.9 oz. 4 oz. 232 lb. Standard Deviatton: 935 Average Strength: 6010 ACI 5.3.2.1 Required average strer~th. (1) 5253 psi (2) 568O psi 28 Day 3 Consecutive Stump 7 Day 7 Day 28 Day 28 Day Averaqe Averaqe 3.25 3600 3260 4260 4340 4300 2.50 4400 4630 5290 5410 5350 4.00 4890 4410 5680 5830 5755 5135 4.25 4420 3980 5040 4910 4975 5360 4.25 5490 5300 6880 6740 6810 5847 2.00 5030 4970 5940 5840 5890 5892 2.50 5050 5340 5520 5590 5555 6085 2.50 4680 4750 5240 5770 5505 5650 1.50 5980 6340 7120 7450 7285 6115 2.00 5820 5720 6880 6760 6820 6537 1.25 5790 5660 7040 6790 6915 7007 3.25 5390 5650 7060 6870 6965 6900 Preiect: Mix Design #: S ~-~' w~' Us~: Southern Star Concrete, Inc. 8sos Freep~ ~ N. ldrvb& Texas 'fSi3 U.S~ ~ O?2) s21-034s F~ (9~2) 62t-02so Pboae: ~14) 6~I~20 F~x: (214) 6~1-1810 ~0~ ~ DE~I~N FOR ~~ CONC~T~ Tiseo Pavlng Bethel School Road 7795 Hand Paving Date: ] July 29, 2003 ~ .~...~ Raqe MIX SFECIFICATIONS 4000 psi S "+/- 1' Fb' Ash Content: 5% +/- 1.5% ~v/cm Ratio OMb): 0.41 ~V/Cm Ratio (gal/ak): 4.65 MIL Conerete Te,~:~uture: 95 OF 6.50 0% Southern Star Concrete guarantees this mix design will aehinve the specified cmnpressive strength when tested and evaluated in accordance with ASTM C 172, C 31, C 39, C 94 and ACI 318, and when the recemmended procedures for plaeetnent and curing In ACI 304, 30S / 306 are followed. When used for acceptance testing, strength specimens must be cured in strict accordance with Scetin~ 9 of ASTM C 31. Materhb ~ Steudards :ement ASTM C IS0 Type I/II We b~ Ya SSD 611 tb. ~'oarse Agu~e~ate ASTM C 33 Grade 57 1" 0 lb& 0 tb. 0 lb. 0 Fine Aggregate ASTM C 33 Sand 0 lbs. dmixture ASTM C 494 Type A or D ir Entraining Agent ASTM C 260 AEA 01RWR) 18.3 e~wa 0 OL 0 oa 4.3 eL Air Water ASTM C 94 252 lb. In accordance with A C1318, please forward apples of ail concrete t~t reports to tAe Quality Controi Deparone~ at the above addres~ ~o that we can monitor m~ perfornmnco and provide data forfutore projec~ Thank you. Tim Kaiser Quality Assurance Manager hem r Concrete ~ Submitted as similar mix for Mix 779~ Mix No.: 9375 C~ntractor: Various . Stre~,.gth: 4~ ,0,0 ~ Job:Various- '~A~g_~Jze: ~ Lab: Various Cement: 611 lb. Fly Ash: lb. Coarse Aggregate: 1840 lb. Fine Aggregate: 1229 ~b. Admixture: 18,3 oz, AEC: 4'oz. Water: 7.52 lb, Standard Deviation: 562 Average Strength: 5415 ACI 5.3.2.1 Required average strength (1) 4747 (2) 4809 psi Date Temp. Slump 7 Day 02/12/2002 66 4.50 3780 02/15/2002 65 4.50 4340 03/05/2002 66 2.50 5340 03/06/2002 68 3.00 4360 04/17/2002 54 6.75 5230 04/18/2002 65 3.00 5440 0411812002 69 4.00 4470 0412212002 85 4.00 4260 05/07/2002 93 3.00 4940 05/10/2002 86 6.50 3600 05/10/2002 88 4.00 4150 05/14/2002 85 3.50 3760 05/14/2002 84 3.75 4120 05/14/2002 69 3.00 3160 05/14/2002 85 4.00 4280 05/22/2002 86 2.75 4310 05/30/2002 83 2.50 5010 06/04/2002 71 3.00 10/31/2002 74 4.25 4890 11107/2002 72 4.00 4120 11/11/2002 76 3.50 11/15/2002 64 4.75 3730 12/19/2002 74 2.50 5290 01/08/2003 71 3.25 4000 03/06/2003 52 5.00 03/06/2003 62 5.00 3440 03/17/2003 70 4.25 4350 03/31/2003 79 4.25 4290 04/14/2003 89 4.25 4180 04/22/2003 89 2.25 4100 28 Day 3 Consecu~ve 7Day 28Day 28 Day Averaqe Average 3810 4920 4890 4905 5807 4240 5760 5410 5585 5503 5370 7020 6880 6950 5813 4300 5180 5240 5210 5915 5230 6560 7010 6785 6315 5340 5900 5760 5830 5942 4670 5700 5810 5755 6123 4520 5420 5290 5355 5647 4710 6000 6030 6015 5708 3690 4770 4540 4655 5342 4220 5390 5190 5290 5320 3880 4770 4910 4840 4928 4290 4800 4990 4895 5008 3530 5150 5060 5105 4947 4300 5230 5130 5180 5060 4350 5540 5660 5600 5295 5080 6280 6290 6285 5688 4760 5640 5290 5465 5783 4980 6050 5880 5965 5905 4430 5260 5320 5290 5573 4280 5020 5040 5030 5428 3730 4730 4680 4705 5008 5660 6050 5890 5970 5235 3810 4780 4600 4690 5122 3360 4220 4070 4145 4935 3500 4380 4180 4280 4372 4620 5910 5840 5875 4767 4180 4830 4960 4895 5017 3970 4980 5190 5085 5285 4200 5280 4860 5070 5017 North Texas Cement Company, LP P.O. Sox 520 Midlothian, Texas 76065 1-800-442-6337 Dispatch 972-299-5127 Fax Solo To 000?02?5 SOUTRERN STAR CONCRETE-DFW ATTN: ACCTS PAYABLE 8505 FREEPORT PKWY. aTE. 200 IRVING ,TX 75063 Contract #; 2654 Ship To: S. STAR #1519-SINOLETON-DALLAS 240 SINGLETON BLVD. DALLAS ,TX We~gnmaster: Cern: 240487 Ticket #: Date; 425248 07/24/2003 Product Code: 15 Time of Delivery: FO8: MIDLOTNIAN PLANT Carrier: Truck: 6038 Seals: 29941-42 Avg. Wagner: Silo: 3 WL Tare: 25380 Gross: 80040 Net: 54660 Tons: 27.33 19!6 £ Special [ns[ructions: Chemic&l Tests A1203 .................... 4.6% Physical Tests Fe203 ................... 4.06% Surfaoo Area Blaine 3457 SqCm/gm HgO ....................... 99% Surfeoo Area Wagner 1921 SqCm/gm S03 ..................... 2.84% Autoclave Sxpaneton ..... 0.004% Loss on Ign ................ 01% Gillmoro Set, Initial. 180 Insol. Res ................ 0.4% Gillmore Sat, Final... 310 Si02 .................... 20.1% Air Content ..... · ......... 8.9% C35 ..................... 62.8% Compressive S~rongth (PSI) C25 ..................... 10.3% i Day ........... 1761 C3A ...................... 5.3% $ Day ........... 3276 Ne20 Eq .................. 0.51% ? Day ........... 4528 CAUTION KEEP OUT OF REACH OF CHILDREN · MAY BE INJURIOUS TO HEALTH "Hanson Hanson ~;oncrele .~our, n ~entral, Inc. 8505 Freeport Pkwy N. Ste 200 Irving, Texas 75063 U.S.A. Tel: (972) 621-0345 Fax: (972) 621-0280 IPLANT RECV'D FROM: MATERIAL PRODUCER: QUANTITY REPRESENTED: SAMPLED BY: COARSE AGGREGATE ANAL YSIS REPORT 1524 Hanson Perch Hill ti 046325 (708) K. Montgomeq/ MATERIALS FINER THAN NO. 200 SIEVE (ASTM C117 - 95) INITIAL DRY SAMPLE WEIGHT: WT. OF SAMPLE AFTER WASHING: PERCENT MATERIAL FINER THAN NO. 200 SIEVE: 4496 GRAMS 4458 GRAMS 0.85 % DATE: S ZE: July ~ 2003 IEVE NO. 1-314" 0 1-112" 0 1" 1.22 ~/4" 10.26 112" 16.41 ~/8" 9.79 ~10.4 9.03 ~10.8 0.95 ~AN 0.72 TOTAL 48.38 WEIGHT RETAINED-LBS. INDIVIDUAL % RETAINED SIEVE ANALYSIS (ASTM C136 -96) TOTAL % RETAINED 0.0 0.0 0.0 0.0 2.5 2.5 21.2 23.7 33.9 57.6 20.2 77.9 18.7 96.5 2.0 98.5 TOTAL % PASSING 100.0 100.0 97.5 76.3 42.4 22.1 3.5 1.5 ASTM C-33 SPEC. 100% 100% 95-100% 25-60% 0-10% 0-5% SPECIFIC GRAVITY AND ABSORBTION (ASTM C127 -93) WEIGHT OF OVEN DRY SAMPLE IN AIR (A) WEIGHT OF SSD SAMPLE IN AIR (B) WEIGHT OF SSD SAMPLE IN WATER(C) SPECIFIC GRAVITY (S.S.D.) = B/B-C = ABSORPTION =B-AJA * 100 % GRAMS GRAMS GRAMS TESTED BY: DATE: Southern Star Concrete, Inc. 8505 Freeport Pkwy N. Ste 200 Irving, Texaa 75063 U.$~. Tel: (972) 621-0345 Fax: (469) 417-1387 FINE.4 GGRE GA TE ANAL YSIS REPORT 1516 Trinity Newark # N/A L. Parker MA, r"['<iALS FINER THAN NO. 200 SIEVE (ASTM Ctt7 - 95) I JPLANT. RECV'D FROM: MATERIAL PRODUCER: QUANTITY REPRESENTED: SAMPLED BY: IINITIAL DRY SAMPLE WEIGHT: 426 GRAMS 418 GRAMS IWT. OF SAMPLE AFTER WASHING: PERCENT MATERIAL FINER THAN NO. 200 SIEVE: 1.66 SAND EQUIVALENT: DATE: Ju/'/24~ 2003 S~.E: Conc. Sand SIEVE ANALYSIS (ASTM C136 - 96) SIEVE NO, WEIGHT INDMDUAL TOTAL TOTAL ASTM C-33 RET.~_~N_~'~_ .GRAMS % RETAJNED % RETAINED % P~ING SPEC. ~8" 0.0 0.0 0.0 100.0 100% NO. 4 2.1 0.5 0.5 99.5 95-100'/o NO. 8 52.4 12.2 12.7 87.3 80-100% NO. 16 73.8 17.2 29.9 70.1 50-85% NO. 30 113.1 26.3 56.2 43,8 25-80% NO. 50 126,0 29.3 85.6 14.4 10-30% NO. 100 54.9 12.8 98.3 1.7 0-10% NO. 200 0.0 0.0 0.0 1.7 PAN 7.1 F.M.= 2.83 TOTAL 429.4 SPECIFIC GRAVITY AND ABSORBTION (ASTM C128 - 97) WEIGHT OF PYCNOMETER + SAMPLE + WATER (A) "= GRAMS WEIGHT OF PYCNOMETER + WATER (B) = GRAMS WEIGHT OF OVEN DRY SAMPLE IN AJR (C) = GRAMS SPECIFIC GRAVITY (S.S.D.) = 500lB + 500 - A = ABSORPTION -500-CLC = % TESTED BY: DATE: