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| 035 | ⊔ | ⊔ | ‡asdr-ucsc.b19267708 |
| 040 | ⊔ | ⊔ | ‡aAFM ‡cAFM ‡dCUZ |
| 049 | ⊔ | ⊔ | ‡aCUZC |
| 090 | ⊔ | ⊔ | ‡aTA440 ‡b.N446 1996 |
| 035 | ⊔ | ⊔ | ‡a(OCoLC)36183452 |
| 100 | 1 | ⊔ | ‡aNeeley, Billy D |
| 245 | 1 | 0 | ‡aWorkability of mass concrete. ‡nReport 2, ‡pSupplemental proportioning parameters / ‡cby Billy D. Neeley, Michael K. Lloyd ; prepared for U.S. Army Corps of Engineers |
| 246 | 3 | 0 | ‡aSupplemental proportioning parameters |
| 260 | ⊔ | ⊔ | ‡aVicksburg, Miss. : ‡bU.S. Army Engineer Waterways Experiment Station, ‡c1996 |
| 300 | ⊔ | ⊔ | ‡a60 p. in various pagings : ‡bill. ; ‡c28 cm |
| 490 | 0 | ⊔ | ‡aTechnical report ; ‡vSL-96-15 rept.2 |
| 538 | ⊔ | ⊔ | ‡aMode of access: Internet. |
| 650 | ⊔ | 0 | ‡aConcrete ‡xAdditives |
| 650 | ⊔ | 0 | ‡aMortar |
| 650 | ⊔ | 0 | ‡aConcrete ‡xEvaluation |
| 700 | 1 | ⊔ | ‡aLloyd, Michael K |
| 710 | 2 | ⊔ | ‡aStructures Laboratory (U.S. Army Engineer Waterways Experiment Station) |
| 710 | 2 | ⊔ | ‡aU.S. Army Engineer Waterways Experiment Station |
| 710 | 1 | ⊔ | ‡aUnited States. ‡bArmy. ‡bCorps of Engineers |
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| CAT | ⊔ | ⊔ | ‡aSDR-UCSC ‡dIII - MILLENIUM ‡lloader.pl-001-001 |
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| 974 | ⊔ | ⊔ | ‡bUC ‡cUCSC ‡d20230429 ‡sgoogle ‡uuc1.32106012912249 ‡y1996 ‡rpd ‡qbib ‡tUS fed doc |