Atch_09,_11,000_PSI_HPC_Recipe.pdf
PDF 138 KB Posted
- Attached to
- Concrete Target Fabrication Federal contract opportunity
- Solicitation number
- FA9101-19-R-2001
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HPC Mix Recipe
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| FA9101-19-R-2001_QnA.pdf | ||
| Atch_01,_Requirements_Docment.pdf | ||
| Atch_06,_Finished_Target_Sample.pdf | ||
| Atch_03,_Holloman_Specific_Language.pdf | ||
| Atch_02,_FAR,_DFARS,_AFFARS_Prov_and_Clauses.pdf | ||
| Atch_04,_Evaluation_Plan.pdf | ||
| 2_FA9101-19-R-2001,_Offer_Information.docx | DOCX document | |
| 1_FA9101-19-R-2001,_Combined_Synopsis_Solicitation.pdf | ||
| Atch_01,_Requirements_Docment.pdf | ||
| Atch_05,_Engineering_Drawing_Package.pdf | ||
| Atch_07,_HAFB_Site_Visit_eVAR.PDF | ||
| Atch_08,_HAFB_Site_Visit_Background_Consent.pdf |
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Text version
Concrete Mix Design Study
11,000PSI with Silica Fume
Product Cubic Yard Weight (lbs) Specific
Gravity(SSD)
Volume (c.f.)
Portland Cement 554 3.15 2.82
Fly Ash 279 2.16 2.07
Silica Fume 99 2.1 .76
Water 232.85 1.00 3.69
67 Stone 1131 2.658 6.82
NMDOT 3/8” 584 2.653 3.53
Concrete Sand 1193 2.633 7.26
Batch Weight Total 4070.26
Admixtures (oz.)
Air Entrainment .05
Water Reducer 30oz.
Total Volume 27.000
Product Sources Product Properties
Specific Gravity Absorption,%
Cement RioGrandePortland(Samalayuca) 3.15
Type ASTM C 150, Type I-II
Fly Ash SRMG
Class ASTM C 618, Class F 2.16
Coarse aggregate #67 ASTM C 33, #67 (AGGTEC Pit) 2.658
Coarse aggregate 3/8” NMDOT, (AGGTEC Pit) 2.653
Fine Aggregate ASTM C 33, (AGGTEC Blend) 2.633
Air Entrainment ASTM C 260, GRACE Daravair
Water Reducer ASTM 494, GRACE WRDA-64
Mix Properties
Theoretical Properties
Specification
Slump(ASTM C 143) inches 8
Air Content (ASTM C 231) %
Unit Weight (ASTM C 138), lbs./c.f. 150.75
Water/Cementious Ratio .25
Compressive Strength, psi (ASTM C 39) 7 day (Average of 3 Specimens) 8500
28 day (Average of 3 Specimans) 11,000
Flexural Strength, psi (ASTM C78)
7 day
28 day
AGGTEC Mix Code
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