Rosebriar-SP121107 (2) TEXAS DEPARTMENT OF TRANSPORTATION
HYDRAULIC CEMENT CONCRETE MIX DESIGN & CONTROL
Mix Design
Refresh Workbook File Version:07/09/10 16:06:42
SAMPLE ID: SAMPLED DATE:
TEST NUMBER: LETTING DATE:
SAMPLE STATUS: CONTROLLING CSJ:
COUNTY: SPEC YEAR:
SAMPLED BY: SPEC ITEM:
SAMPLE LOCATION: SPECIAL PROVISION:
MATERIAL CODE: CLASS: CLASS K
MATERIAL NAME: C8020HES 1800psi in 4.5 hours
PRODUCER:Ashley Concrete 5526 Crystal Lake, Dallas Tx.
AREA ENGINEER: I PROJECT MANAGER:)
COURSE\LIFT:I I STATION:I I DIST. FROM CJ �)
Plant:lCrystal Lake f Design#:1C8020HES Dater 10/13/11
PROJECT SUMMARY See Item 421,Table 5 SELECTING AIR-ENTRAINMENT
Design Strength, Min.28-day fc(psi): Input at right 4400 Air-Entrained: Yes
Maximum W/C Ratio: 0.45 `=?'
Pavement: Yes
Max. Nominal Aggregate Size(inches): Input at right 1 1/2 Reduce air content by 1%, based on
Min. Nominal Aggregate Size(inches): Input at right 3/4 strength above 5,000 psi?: Yes
Nominal Maximum Aggregate Size, (inches): 1 1/2 Specified total air content, %: 3.0
See Item 421,Table 8 Initial Slump, (inches): 4-6in Plan note air content, %: 4.0
Optimized ed Grada t i
on Design:
No
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SELECTING TARGET STRENGTH
Min.28-day compressive strength based on class of concrete f'c min.,(psi): 4400
Specified minimum 28-day compressive strength f''c min., (psi): 1800 SELECTING MIX DESIGN OPTION
Maximum of preceding 2 rows f''c*, (psi): 4400 See Item 421.4.A.6
Producer's standard deviation(index of producer's precision),S(psi): Mix Design Option:
Producer's uce s stan
dard deviation
fr
om in u
tted data,S(psi): 471 A °l+, ,:,:RU,§ 0alelt[r1;; koB(1t Imam en
Producer Data
Number u ber of e
t sts of a
concrete mixture used to
estimate S:
25
o
Number of e test s from inputted data:
25
Over
design amount,A
(psi):) 850
. . . A .:
.
Mix design target strength,f'cr=fc*+A,f''cr,(psi): 5250
SELECTING W/C OR W/CM
Maximum w/c or w/cm based on class of concrete: 0.45
Specified maximum w/c or w/cm: 0.45
Mix Design w/c or w/cm=minimum value from preceding 2 rows. 0.45
Max.cementitious material content,lbs/CY: 752
(should be 700 Ibs/CY unless otherwise specified or approvec)
BKUP TxDot Mix Design G8U2UHES 2012 1 of 2 11/7/2012
For Non-ACI 211 Mix Proptions,input below cells.For ACI 211 Design go to Matl Propterties Tab and Mix Proportions via ACI 211 Tab
Type/Class/ Absolute Vol. SSDT Weight
Mix Component Grade Producer/Source %or Dosage (ft3) (Ibs/CY)
---"""""'"""""
Basic Water Demand ilinIMNIONUINIIN City of Dallas 5 42 338
mAgl 752
Total Cementitious 11110111NIEMINIMIgi
Portland Cement III TXI Midloathian 100 3.83 752
Flyash:
GGBF Slag:NIMMINK:ndid
Silica Fume:INIMINEVENINI
UFFA:111111HillingligiltION
MFFA:
Metakaolin:HHIMINNEMOURNIII
Other Pozzolan:IMMINIIIIMI101.11:1111!
-Ft Air entraining admixture MillitIONNINEuclid Chemicals Ucon Air 30 4oz/100# 0.00
Coct Set retarder:
Accelerator: Euclid ACN 200 30oz/100# 0.00
Water Reducer:r1 Euclid Ucon MR 7oz/I00# 0.00
High Range Water Reducer
Water Reducing Retarder HIIIMMEMEME:11
High Range Water Reducing
Retarder:11111111[11111MOINVIIHnsii
Lithium Nitrate Admixture[111101111:101HIMENNOMMOR
Corrosion Inhibitor pHiMMEIMIDINNIEN
Paste Volume=Tota
(water+ 9 25 qiiiirnii111:11111111:111111MItigi
i. 0.00
4 0
Entrapped air:
Target Total Air Content 1111111:111HEIMIIIMM .. 1 08
Air+Paste Volume 3 1111011111iiiiiiingiiIIII:
11111110111110111111: 1110liiiiiiiiiiii'l'iilwl''„„„'s N/A
Fibers:1111ED1111111011011111
0
Total Aggregate Volume 16.69 2785
Coarse Aggregate 1 2(467) TXI Mill Creek Okla ----"":"'""" 11 24 1900
Coarse Aggregate 2
V) Intermediate Aggregate 1
ti) Intermediate Aggregate 2 111111111111:1111111101:111111.111111111:11:1111111i
Fine Aggregate 1 TXI Dallas Blend Plant ummonnill 5.45 885
Fine Aggregate 2
CY Absolute Vol. SSD Weight
Jft3) (Ibs/CY) lbs/ft
Total Weight/CY:0111111,111111i111111111161111:111111111111:11160111:fie 3875 101:11111011111113111:1111:41::::::
Size of Truck: 10.00
.::::......Ng„„„„„„:„1„„„„„ ,
Est.Total Weight/Truck'
Total Absolute Volume INTEDIMMI111111iiingi 27 01
Theoretical Weight of Concrete Computed on an Air Free Basis 1143 5
9 4
4
Design Yield(Unit Weight)111111111111111111111.igigiigiiiinii...1„.
**
Dosage(fl oz./100 lbs.cement)
t Aggregate weights should be inputed as saturated-surface dry weights.
l Only applicable if non air-entrained concrete.
Only applicable if air-entrained concrete.
See Tex-417-A(ASTM C 138)
Remarks:
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Test Stamp Code: Omit Test: Completed Date: Reviewed By:
I I I
Locked By: TxDOT. District: Area
Authorized By: Authorized Date:
BKUP TxDot Mix Design C8020HES 2012 2 of 2 11/7/2012