Petterson (Encore)-CS180716
Texas Bomanite
11107 Morrison Lane
Dallas, TX 75229
Project:Petterson Addition
Submittal #30425
Dear Sir / Madam,Date Issued: 7 /16/2018
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,T1F20,565City of Coppell Hand Placed Paving - 3,600
R3141233
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 /16/18
MIX CODEMix Code must be used when ordering concrete
R3141233
USAGECity of Coppell Hand Placed Paving - 3,600 psi
CLIENTTexas Bomanite
PROJECTPetterson Addition
ENG CODECOM,LS,1,REG,4000,4,4.5,T1F20,565
MATERIALMANUFACTURERSOURCEDESCRIPTIONSPECIFICWEIGHT
GRAVITYlbs
Martin MariettaMidlothian
CementASTM C 150Type I/II Cement3.15 452
Boral ResourcesOak Grove
Alt. BinderASTM C 618Class F Fly Ash2.55
113
Martin MariettaDallas Rail
Fine Agg
ASTM C33Blended Sand2.63 1277
Martin MariettaMill Creek
Coarse Agg
ASTM C 33#57 Limestone2.79 1930
Water
Water
ASTM C 9430.0 Gallons1.00 250
BASF - Master BuildersLancaster
AirASTM 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: 148.5lbs./cu.ft.
Totals 4022
4.50% +/- 1.50%
Designedw/cm ratio: 0.44
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:7/16/2018Units :US
Mix Name:R3141233Mix Strength: 3,600 PSI at 28 Days
STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12"
Strengths
No. Of Avg Avg Avg 28 Std ACI318
Tests Slump Air Day Dev Req'd
----------------------------------------------------------
30 4.58 4.59 5040 500 4270
DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
Batch Date Slump Air Strengths Acc Age
Number 28 Day Run Avg 3
---------------------------------------------------------
4682056 5/7/2018 4.00 4.80 5280
4686548 5/8/2018 5.00 5.50 5200
4685973~0 5/8/2018 4.50 6.00 5590 5360
4685973 5/8/2018 4.25 5.00 5510 5430
4712562 5/17/2018 5.25 5.00 4890 5330
4712285 5/17/2018 4.00 5.00 6180 5520
4714952 5/18/2018 5.00 5.00 4590 5220
4716569 5/18/2018 5.00 4.50 4160 4980
4716219 5/18/2018 4.50 5.00 5450 4730
4715632 5/18/2018 5.00 5.50 5260 4960
4714244 5/18/2018 5.00 6.00 4840 5190
4717148 5/19/2018 4.75 3.90 5000 5040
4717242 5/19/2018 5.00 4.00 4900 4910
4717549 5/19/2018 5.00 3.00 5140 5010
4717622 5/19/2018 4.50 3.30 4510 4850
4717824 5/19/2018 4.50 3.10 4390 4680
4718879 5/21/2018 4.00 4.50 4830 4580
4719221 5/21/2018 4.00 4.80 4920 4710
4718361 5/21/2018 4.50 5.00 4690 4810
4722354 5/22/2018 4.00 3.70 5600 5070
4721907 5/22/2018 5.75 5.30 4800 5030
4721047 5/22/2018 4.75 3.80 6060 5490
4721392 5/22/2018 4.00 5.50 4520 5130
4722202 5/22/2018 4.00 5.50 4270 4950
4720935 5/22/2018 4.00 5.40 4460 4420
4720750 5/22/2018 4.00 3.90 5630 4790
4721668 5/22/2018 5.00 3.00 5460 5180
4720370 5/22/2018 4.00 3.20 5390 5490
4726768 5/24/2018 4.50 4.00 4920 5260
4727432 5/24/2018 5.50 5.60 4790 5030
Page 3
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
PO Box 38
Thompsons, TX 77481-0038
P: 281.343.0079
ASTM C618 / AASHTO M295 Testing of
Class âFâ Fly Ash Oak Grove Plant Franklin, Texas Unit #1.2
Sample Date: March 2018 Report Date: 5/13/18
Sample Type: Monthly MTRF ID: 970OG
Sample ID: #4-2018
ASTM Limit AASHTO Limit
Chemical Analysis Results Class F/C Class F/C
Silicon Dioxide (SiO)54.04 %
2
Aluminum Oxide (AlO)20.76 %
23
Iron Oxide (FeO)4.80 %
23
Sum (SiO+AlO+FeO)79.60 % 70.0/50.0 min 70.0/50.0 min
22323
Sulfur Trioxide (SO)0.63 % 5.0 max 5.0 max
3
Calcium Oxide (CaO) 12.96 %
Magnesium Oxide (MgO) 2.70 %
Sodium Oxide (NaO)0.35 %
2
Potassium Oxide (KO)0.98 %
2
Sodium Oxide Equivalent (NaO+0.658KO)0.99 %
22
Moisture0.06 % 3.0 max 3.0 max
Loss on Ignition 0.22 % 6.0 max 5.0 max
Available Alkalies, as NaOe0.34 % *Not Required 1.5 max*
2
*when required by purchaser
Physical Analysis
Fineness, % retained on 45-µm sieve 28.63 % 34 max 34 max
Strength Activity Index - 7 or 28 day requirement
7 day, % of control 83 % 75 min 75 min
28 day, % of control 90 % 75 min 75 min
Water Requirement, % control 95 % 105 max 105 max
Autoclave Soundness - 0.03 % 0.8 max 0.8 max
Density 2.30 %
Boral Resources certifies that pursuant to current ASTM C618 protocol for testing, the test data listed herein was
generated by applicable ASTM methods and meets the requirements of ASTM C618.
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