Table 2 Summary of ten pile records from...

Table 2

Summary of ten pile records from field tests at EOD and last restrike

Test pile ID	Soil profile	Iowa county	Pile size	Hammer	Time of SLT: d	R_m: kN	Time of last restrike: d	R_e: kN	WEAP		Capwap
Test pile ID	Soil profile	Iowa county	Pile size	Hammer	Time of SLT: d	R_m: kN	Time of last restrike: d	R_e: kN	R_EOD: kN	R_BOR: kN	R_EOD: kN	R_BOR: kN
ISU1	Mixed	Mahaska	HP 250 × 85	Delmag D19-42	100	881	N/A	565	473	N/A	631	N/A
ISU2	Clay	Mills	HP 250 × 63	Delmag D19-42	9	556	2·97	191	343	614	359	578
ISU3	Clay	Polk	HP 250 × 63	Delmag D19-32	36	667	1·95	378	366	585	440	658
ISU4	Clay	Jasper	HP 250 × 63	Delmag D19-42	16	685	4·75	467	422	688	453	685
ISU5	Clay	Clarke	HP 250 × 63	Delmag D16-32	9	1081	7·92	391	635	1138	790	1088
ISU6	Clay	Buchanan	HP 250 × 63	Delmag D19-42	14	946	9·81	480	624	1122	644	937
ISU7	Mixed	Buchanan	HP 250 × 63	Delmag D19-42	13	236	9·76	151	41	292	51	331
ISU8	Mixed	Poweshiek	HP 250 × 63	Delmag D19-42	15	721	4·95	578	607	811	621	710
ISU9	Sand	Des Moines	HP 250 × 63	APE D19-42	25	703	9·77	792	737	667	751	688
ISU10	Sand	Cedar	HP 250 × 63	APE D19-42	6	565	4·64	743	685	593	538	526

Test pile ID	Soil profile	Iowa county	Pile size	Hammer	Time of SLT: d	R_m: kN	Time of last restrike: d	R_e: kN	WEAP		Capwap
Test pile ID	Soil profile	Iowa county	Pile size	Hammer	Time of SLT: d	R_m: kN	Time of last restrike: d	R_e: kN	R_EOD: kN	R_BOR: kN	R_EOD: kN	R_BOR: kN
ISU1	Mixed	Mahaska	HP 250 × 85	Delmag D19-42	100	881	N/A	565	473	N/A	631	N/A
ISU2	Clay	Mills	HP 250 × 63	Delmag D19-42	9	556	2·97	191	343	614	359	578
ISU3	Clay	Polk	HP 250 × 63	Delmag D19-32	36	667	1·95	378	366	585	440	658
ISU4	Clay	Jasper	HP 250 × 63	Delmag D19-42	16	685	4·75	467	422	688	453	685
ISU5	Clay	Clarke	HP 250 × 63	Delmag D16-32	9	1081	7·92	391	635	1138	790	1088
ISU6	Clay	Buchanan	HP 250 × 63	Delmag D19-42	14	946	9·81	480	624	1122	644	937
ISU7	Mixed	Buchanan	HP 250 × 63	Delmag D19-42	13	236	9·76	151	41	292	51	331
ISU8	Mixed	Poweshiek	HP 250 × 63	Delmag D19-42	15	721	4·95	578	607	811	621	710
ISU9	Sand	Des Moines	HP 250 × 63	APE D19-42	25	703	9·77	792	737	667	751	688
ISU10	Sand	Cedar	HP 250 × 63	APE D19-42	6	565	4·64	743	685	593	538	526

SLT, static load test; R_m, measured pile resistance determined from SLT based on Davisson’s criterion; R_e, estimated pile resistance using the Iowa Blue Book method; R_EOD, estimated pile resistance at EOD; R_BOR, pile resistance determined at BOR; Capwap, Case Pile Wave Analysis Program HP, steel H-pile; N/A, not available

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