Petterson (Encore)-CS180730
Texas Bomanite
11107 Morrison Lane
Dallas, TX 75229
Project:Petterson Addition
Submittal #30425
Dear Sir / Madam,Date Issued: 7 /30/2018
We propose to furnish the following concrete mix/mixes for the above referenced project:
Mix Code NumberDescription
COM,LS,1,REG,4000,4,4.5,T1,565City of Coppell Hand Placed Paving - 3,600
R3141033
psi
Please Note: You must use Mix Code for ordering purposes.
The above mixes have been proportioned in accordance with the applicable portions of ACI 211 and your request.
The proposed mix designs will meet the stated strengths when test specimens are manufactured and tested in accordance
with current ASTM standards and evaluated per ACI recommended standards and practices. Failure to test according to
the specifications will negate all warranties. Martin Marietta requests copies of all approved mix designs prior to jobsite
delivery, failure to return approval prior to the first placement will constitute acceptance of these mix designs. In order
to comply with ACI 301 and ASTM C-94 section 4.6 Martin Marietta must be included on the distribution list for all
concrete test reports. Use of these mixes constitutes release of these test reports to Martin Marietta. Martin Marietta is
not responsible for pop outs. Any additional products added to these mixtures are at the liability of the requestor. It is
suggested that a pre-pour conference be held at the jobsite prior to jobsite delivery. The purpose of the meeting would be
to answer any questions regarding responsibilities in scheduling jobsite operation and any other project issues.
Please forward this information and data to the proper authorities for approval.
Page 1
PLANTLewisville
7 /30/18
MIX CODEMix Code must be used when ordering concrete
R3141033
USAGECity of Coppell Hand Placed Paving - 3,600 psi
CLIENTTexas Bomanite
PROJECTPetterson Addition
ENG CODECOM,LS,1,REG,4000,4,4.5,T1,565
MATERIALMANUFACTURERSOURCEDESCRIPTIONSPECIFICWEIGHT
GRAVITYlbs
Martin MariettaMidlothian
CementASTM C 150Type I/II Cement3.15 565
Martin MariettaDallas Rail
Fine AggASTM C33Blended Sand2.63
1278
Martin MariettaMill Creek
Coarse Agg
ASTM C 33#57 Limestone2.79 1930
Water
Water
ASTM C 9430.9 Gallons1.00 258
BASF - Master BuildersLancaster
Air
ASTM C 260MasterAir AE 900.25 to 4.00 oz/cwt C
BASF - Master BuildersLancaster
WRASTM C 494-A/DMasterPozzolith 802.00 to 8.00 oz/cwt C
Specified Slump:4.00" +/- 1.00"Designed Unit Weight: 148.8lbs./cu.ft.
Totals 4031
4.50% +/- 1.50%
Designedw/cm ratio: 0.46
Specified Air:
NOTES:
Martin Marietta has no knowledge or authority regarding where this mix is to be placed unless specifically noted therefore it is the
responsibility of the project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength,
water cement ratio, binder content, and air content, are appropriate for the anticipated environmental conditions (i.e. ACI- 301, 318 and the
local Building Codes).
Chemical admixtures are added in accordance with the manufacturer's recommendations, and may be changed to meet job site demands.
These mixture proportions are proprietary, any dissemination without approval is a violation of federal law. Designed mix cementitious
content, is stated as a minimum, and Martin Marietta reserves the right to increase cementitious content.
Patrick Chalupsky
Page 2
Date:7/30/2018Units :US
Mix Name:R3141033Mix Strength: 3,600 PSI at 28 Days
STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12"
Strengths
No. Of Avg Avg 7 Avg 28 Std ACI318
Tests Slump Day Day Dev Req'd
----------------------------------------------------------
30 4.38 4190 5300 390 4130
DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
Batch Date Slump Strengths Acc Age
Number 7 Day 28 Day Run Avg 3
-----------------------------------------------------------
4715632 5/18/2018 5.00 4200 5260
4717242 5/19/2018 5.00 3730 4900
4717549 5/19/2018 5.00 3940 5140 5100
4717148 5/19/2018 4.75 3800 5000 5010
4719173 5/21/2018 5.00 4140 5060 5060
4719221 5/21/2018 4.00 3300 4920 4990
4721047 5/22/2018 4.75 4460 6060 5350
4722354 5/22/2018 4.00 4570 5600 5520
4720554 5/22/2018 5.00 4360 5260 5640
4721668 5/22/2018 5.00 4260 5460 5440
4720750 5/22/2018 4.00 4460 5630 5450
4720370 5/22/2018 4.00 4440 5390 5490
4724516 5/23/2018 4.50 3800 4980 5340
4725289 5/23/2018 5.00 3750 4950 5110
4726768 5/24/2018 4.50 3760 4920 4950
4733905 5/29/2018 5.00 3290 5020 4960
4736948 5/30/2018 3.00 5040 4990
4742701 5/31/2018 4.00 4480 5090 5050
4749732 6/4/2018 4.50 4640 5090 5070
4752109 6/5/2018 3.50 5000 6200 5460
4758461 6/7/2018 4.00 4210 4990 5420
4762112 6/8/2018 5.00 4000 4960 5380
4763979 6/11/2018 3.75 4690 6340 5430
4765223 6/11/2018 4.25 4790 5660 5650
4764020 6/11/2018 5.00 4220 5200 5730
4769462 6/12/2018 3.25 4110 5060 5310
4772319 6/13/2018 4.00 4800 5850 5370
4778743 6/15/2018 4.00 4360 5340 5420
4784358 6/19/2018 3.75 3890 5260 5480
4795667 6/25/2018 5.00 4030 5340 5310
Page 3
W/C Ratio/Strength Relationship- Limestone
Concrete Constituents
CementASTM C-150 Type I/ II
Fly AshACTM C-618 Class F Sp. Grav 2.55
Coarse AggregateASTM C-33 Limestone, Sp. Gr. 2.79 #57
Fine AggregateASTM C-33 Natural Sand, Sp. Gr. 2.63
AEAASTM C-260
AdmixASTM C-494 Type A/D
Mix Data
Trial #003547003546003545003544003543
Date 12/6/1612/6/1612/6/1612/6/1612/6/16
Cement lbs/cy 400500580680750
Fly Ash lbs/cy 00000
#57 Rock (ssd) lbs/cy 19061927194319641979
Sand (ssd) lbs/cy 14011297121511111039
AEA oz/cwt 0.340.370.380.50.48
Type A/D oz/cwt 44444
Water lbs/cy 258268258265274
w/cm 0.650.540.440.390.37
Plastic Properties
Slump inch 4.504.505.005.504.50
Air %4.84.84.55.34.9
Unit Wt. Lb/cy 148.8149.32149.76148.92149.96
Concrete Temp F.68/7071/7071/7069/7070/70
Hardened Properties
% Chloride,06720.02710.02310.0200.0356
7 Day Avg. PSI 35204630575057005920
14 Day Avg. PSI 40305400634063606823
28 Day Avg. PSI 44505940670071407480
4,4.5,T1,GR3(2)Martin Marietta Confidential
Plant: Midlothian Cement 245 Ward Rd. Midlothian, TX 76065
SPECIFICATIONS
Portland Cement
Bin Number:Car Number:Tons:Type I/II (Low Alkali)
Sample Date:May-2018Monthly Average A.S.T.M C150-17
Spec.TestSpec.Test
Chemical Requirements:LimitResultPhysical Requirements:LimitResult
A
SiO2, (%)20.5Air Content, Volume, (%)12 max 7
Al2O3, (%)6.0 max4.3Average Fineness (Blaine), (m2/kg)280 min 379
Fe2O3, (%)6.0 max3.6430 max
A
CaO, (%)63.8
MgO, (%)6.0 max1.4Autoclave Expansion, (%)0.80 max-0.01
SO3, (%)3.0 max2.7
Loss on Ignition, (%)3.5 max1.0Time of Setting:
Insoluble Residue, (%)1.5 max0.27Vicat initial set, minutes45 min
77
A
CO2, (%)0.0375 max
Limestone, (%) x 5.0 max0.0
CaCO3 in limestone, (%)70 min91Compressive strengths, (Mpa)
3 days12.0 min 26.8
7 days19.0 min 31.6
B
Potential phase composition, (%):
Compressive strengths, (psi)
A
C3S 63 3 days1740 min 3881
A
C2S 11 7 days2760 min 4606
C3A8 Max 5
A
C4AF 11
C3S + 4.75(C3A)100 max87
Spec.Test
Optional Chemical Requirements:LimitResult
Total Alkalies (Na2O equiv.), (%)0.60 max0.54
A
Not Applicable.
B
Adjusted for limestone per A1.6
We Certify that the above described cement, at the time of shipment meets the chemical
and physical requirements of ASTM C - 150 specification.
Signature:Date:6/11/18
Title:Quality Services Manager
Mill Creek (DL)
P.O. Box 190
Mill Creek, OK 74856
580-384-5587
Plant 47402-Mill Creek (DL) Signature
Product 2579-ASTM C33 #57 / Class A Name/Title Ben Jones / Senior Qa/Qc Technician
Period: 05/01/2018 - 06/01/2018 Report Date 06/01/2018
Procedure Sieve/Test Result Unit ASTM 57/TxDOT 2014 Item 421
Gr 4
ASTM C117 & C136 2" (50mm) 100 %
1 1/2" (37.5mm) 100 % 100-100
1" (25mm) 96 % 95-100
3/4" (19mm) 72 %
1/2" (12.5mm) 41 % 25-60
3/8" (9.5mm) 22 %
#4 (4.75mm) 5 % 0-10
#8 (2.36mm) 1 % 0-5
#200 (75µm) 0.9 %
Flat/Elongated (3:1) 8.9 %
Flat/Elongated (5:1) 1.2 %
Absorption 0.533 %
Total Moisture 1.1 %
SPGR (Dry,Gsb) 2.792
SPGR (SSD) 2.809
SPGR (Apparent,Gsa) 2.831
ASTM C1260 Alkali Silica Reaction 0.060 30 day
ASTM C131 LA Abrasion (B,500) 25 %
ASTM C29 Unit Wt (Loose) 97.4 lbs/cu.ft.
ASTM C29 Unit Wt SSD (Loose) 97.4 lb/ft3
ASTM C29 Voids (Loose) 44.4 %
C29 Unit Wt (Rodded) 103.6 lbs/cu.ft.
C29 Unit Wt SSD (Rodded) 106.3 lb/ft3
C29 Voids (Rodded) 39.3 %
Tex 406A pt I Wash Loss (#200/75um) 0.6 % 0-1.5
Tex 406A Pt III CaCO3 91.5 %
Tex 411-A Soundness (MgSO4) 3 %
Tex 461-A Micro-Deval (Conc) 12 %
Tex 612-J Acid Insoluble Residue 10 %
Mohs Hardness Scale4-5
StonemontQC
Mill Creek (DL)
P.O. Box 190
Mill Creek, OK 74856
580-384-5587
Plant 47402-Mill Creek (DL) Signature
Product 6457-Dallas Concrete Sand Name/Title Ben Jones / Senior Qa/Qc Technician
Period: 05/01/2018 - 06/01/2018 Report Date 06/01/2018
Procedure Sieve/Test Result Unit ASTM C33 Sand
3/8" (9.5mm) 100.0 % 100-100
#4 (4.75mm) 99.2 % 95-100
#8 (2.36mm) 87.5 % 80-100
#16 (1.18mm) 67.3 % 50-85
#30 (0.6mm) 49.9 % 25-60
#50 (0.3mm) 23.9 % 5-30
#100 (0.15mm) 6.6 % 0-10
#200 (75µm) 1.6 % 0-3
Clay Lumps/Friable Particles 0.010 %
Total Deleterious 0.0 %
Micro-Deval (Conc) 18 %
FM 2.65
SE 88 %
Absorption 0.500 %
Alkali Silica Reaction 0.020 30 day
SPGR (SSD) 2.665
Unit Wt (Loose) 98.6 lbs/cu. ft
Unit Wt (Rodded) 110.9 lbs/cu.ft
Voids (Loose) 40.4 %
Voids (Rodded) 34.6 %
ASTM Wash Loss (#200/75um) 0.4 %
Tex 612-J Acid Insoluble Residue 78 % >60
StonemontQC